Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PRJ08-0279 B10-0017.pdf
; � ., " � � a _ ��y�rv _ � . project data project team index to drawin s �:� g ' Project Address: Vail Mountain Lodge � � ��t3o3M�a�dA°��eXRemoae� 1 ARCHITECT CC.�NTRACT�R STRUCTURAL MEP LIGHTING DESIGN a�cH�TEC-ruRA� �RAw�N�s: ' Legai Discription: Vail Club Gandominiums GS COVER SHEET � o s a � c Parcel number. 2101-082-5500-7 ACl.I MAIN FLOOR EGRESS PLAN (VML LEVELTHREE) CII'C�'11t@CtS Zoning: Public Accommodation (PA) A 0.2 UPPER FLOOR EGRESS PLAN (VML LEVEL FOUR} Fire�istrict: vail Fire Department M�JSAIC ARCHITECTS GEC7RGE SHAEFFER CONST. CO. MONROE & NEWELL ENGINEERS RADER ENGWEERING, INC. ROBERT SWGER & ASSOC. A 1 A VML SITE PLAN-CC?NSTRUCTION SfAGING PLAN Building Code: 20Q9 IBG IFC,►►NG�PC,IFGC,IECG�nternational,Performance Code;2008 NEC 1829 PEARL STR�ET P.O. BOX 373 P.O: BOX 1597 4069Q HWY 6,SUITE E1 b55 E. VALLEY RD, STE. #200 A 2.0 �EtvtouT►oN P�,a,Ns accupancy: R-2 � BOULDER, CO 80302 VAIL, C� 81620 AVON, CO 8162� AV4N, CQ 81620 BASALT, CO 81621 A 2.t �Ra sQUARE FoorAGE cA�cuu�TioNs Construction Type: Type IIA-1 hour A 3.0 FLOOR PLAN MAIN LEVEL(VML LEVEL THREE) pfClllteCtUfe, Sprinkler: Building equipped throughout with NFPA 13 sprinkler system (200%increase in Allowable Area) A 3.1 FLOOR PIAN UPPER LEVEL(VML LEVEL FOUR) ' P: 303.247.1100 - P: 97�.845.5656 P: 97(J.949.7768 P: 97Q.845.7910 P: 970.963.5692 A 4A ROOF PLAN (VML RQOF) pIq11C111'1�, Unit 303 Square Footage Calculaitons (See Sheet A2.1) A 5.0 BUILDING ELEVATIONS (KEY PLAN ELEVATION) Exisiting tv�ain�evel: t 3ot sf/Proposed►v�ain�eve1= t 432 sf F: 303.247.11 O1 F: 970.$45.7013 F: 970.949.4054 F: 970.$45J522 F: 970.963.5684 A 6_o BUI�DING SEGTIONS gt'e@Yl COC1SUItICtg, Existing Upper Level:577 sf/Proposed Upper Level=629 sf A 6.1 BUILDING SECTIONS IC1tC�t10C' C�GSIC�CI Allowable Height&Area: 4 Stories/24,000sf CONTACT: CONTACT: CONTACT: CONTACT: CONTACT: A6.2 DE►�A��s � R-2 Occupancy:24,000 x 200%=48,000 sf/story or 192,000 sf for entire building(Table 503) A 6.3 LIVING ROOM FIREPLACE AND FIRE DOOR DETAILS First Floor:7,�oa sf(Existing� JANE SYNDER STEVE HOOKER PETER MONROE DREW RADER BOB SINGER a b.a sTAiR AN�so�RiuM�Erai�s Boulder Office second Fioor: �o,9�s��xisting� jsnyder@mosaicarchitects.com SteveH@gsconca.com avon@monroe-newell.com drader@raderengineering.com rsinger@robertsingerlighting.com a d.s FIRE RATED ASSEMBLIES 1829 Pearl Street Third Floor: 12,996 sf(includes DRB approved 25a sf increase to Unit 303 Grand Annex) A 6.6 - FIRE RATED ASSEMBLIES Boulder,CO 80302 Fourfh Floor.5,909 sf . Total R-2 Occupancy for all floors:37,561 sf MARK FC�RD A 7.0 WINDOW&DOOR SCHEDULE p.303.247.11 Ol 303.247.1100 Totai Buiid�ng square Footage caicuiat�ons mford@mosaicarchitects.com ����►���� STRUCTURAL DRAWINGS: Basement: Lower Level Hea►th Club =15,135 sf • ,�` ���������%��'�d ��������� S 1 A COVER SHEEf&GENERAL NOTES Basement: UpperLevel Health Club =22,263sf RACHEL LEE �����'�i��* ��������f������������� S 1.1 SECTIONS SqCt FfCInCISCO OfflCe First(Main) Floor =14,282 sf , S 3.1 MAIN LEVEL FRAMING PLAN 1290 Sutter Street,Suite 201 Second Floor =14,960 sf fl@C�@t710SQICdfChll'eCtS.COt71 ������ �.��. S 3.2 UPPER LEVE�FRAMING PLAN San Francisco, CA 94109 tnt�m��oe��g�aiidir�g Cod�Ar��o�t�t��std�n�� Third Floor =13,693sf �od� iid t�f ttnit Th�i��u�nt�Cr rarttl of� ermitSh�9t � °� � �' � �C��`,,�v�;� �F''�'t'���� (�L�-Zeiv(,�- 54.0 HIGH ROOF FRAMING PLAN p:415.409.6660 �r r� � � � .,�s� s � � Penthouse Floor = 6,841sf �HAD �HUEN�HIT ��b3+G�P1�tru�dt0lt�t# rtnitftar,C�art�pprCVIIlAf�t1g/�f0latioR�� S 5.1 ROOF FRAMING SECTIONS f:415.449.6624 cchuenchit@mosaicarchitects.COYYI "n�t�t �i�i0 �t i� � � t �t8� th 56.0 STRUCTURALSTAIR DETAILS Total Above Grade =49.776 sf ,�tsn�diGtio61,�ermit�pr��uming t�gfv��u han'�tdV�Gi�t��t Cant�30 th� Total Building =87.074sf pPavis3en��fthfSd:Od�tt[Oth�r�Min�nt�sCft(t�)utl�diGtiDtlsh�6inOtkt� �aCd.Th�i�suanc��fi� rsnit6ased�ncanstruc�ioa�dot�u►�nt� MECHANICAL & PLUMBING DRAWINGS: t at�s �I n ventt �bu'dn o a u�n www.mosaicarchitects.com �/ ian�f� n � t ian tlo am o t M 0.0 MECHANICAL COVER SHEET info@mosaicarchitects.com . . . m er�a� SI mbQ�s arCh�teCtUra� Symbols ut If1�0 tC13 3� p o � p v� p8� dt1� � pr���Ct name M 1.� MECHANICALSCHEDULES �tru�tu�e wh�r�tn`���+�� ' +l�t3t{��+���r��� , re N �hl��u � d0 M2.0 MA NH EVIEL MECOHAN CAL PLAN ROOM NUMBER ��'���+���� r° . -�� . `� � M2.1 UPPER LEVEL MECHANICAL PLAN PLAN AND SEGTION M2.2 ATfIC LEVEL MECHANICAL PLAN NORTH ARROW WINDC�W TAG 2� W M2.3 ROOF LEVEL MECHANICAL PLAN � P2A MAIN LEVEL PLUMBING PLAN WINDOW LEfTER P2.1 UPPER LEVEL PLUMBING PLAN GRAVEL STEEL � . _ P2.2 AiTIG LEVEL PLUMBfNG PLAN _ P2.3 ROOF LEVEL PLUMBING PLAN \/ � ROOM NUMBER P2.4 SITE PLAN-GAS PIPE ROUTING /\ ;,-.;_^_;_;,'. � M3.0 MECHANICAL SCHEMATICS "`' STUCCO/SAND � RIGID INSULATION REVISION INDICATION 1� DOOR TAG � W W .�� M3.1 MECHANICAL SCHEMATICS W D0C3R LETTER R �M Q D E L M4.0 MECHANICAL SPECIFICATIONS&SEQUENCE OF UPERATION � � ,n SHEET NUMBER �J CONCREfE � FINISH WOOD � ELE�TRICAL DRAWINGS: W Q p VIEW NUMBER � � ELEVATION TAG E 0.0 LEGEND,GENERAL CONSTRUCTION N�TES&SCHEDULES � A5.� � E 1.0 LIGHTING/POWER FLOC)R PLANS � Z � EARTH � ROUGH WOOD/ � SECTION TAG � � _ O DISCONTINUOUS V I E W N U M B E R A 1 0 1 E 2.Q MAIN AND UPPER LEVEL POWER PLANS a _ . , SHEET NUMBER � ~ O STONEVENEER � ROUGH WOUD/ � VA I L M Q U N TA I N LO D G E ���HT�N� oRaW�N�s: Q = U CONTINUOUS V I E W N U M B E R � V I�W N U M B E R L T 1.1 M A I N L E V f L L I G H T I N G P L A N � LT-1.2 UPPER LEVEL LIGHTING PLAN 7 0 '� V I G W N Q t'Y 1 C; LT-6.1 LIGHTING DETAILS , �°� � DRAWING TAG 1 �.,, W � � BATf INSULATION � PLYWOOD DETAILTAG ��g�� - ��_Q° �_.� J A101 � _, , - SHEEi'NUMBER � SCALE � ; project submission general notes � LEVEL NAME V E�EVaTioN ROOM NAME T.o.P�Ywoo� 1. SCOPE OF WORK INGLUDES ADDIN� 250 SF AND AN INTERIOR REMODEL INCLUDING: Roonn ra� E�EVa,TioN ra� � WALLS, APPLIANGES, FIREPLACES, MECHANICAL, PLUMBING, ELECTRICAL, AUDIOJVISUAL, 101 100�-°�� INTERIOR FINISHES AND CUSTOM BUILT-INS. EXTERIOR WC�RK INCLUDES NEW WINDOWS AND woo�si�iN� � RooFiN� E��vATioN SKYLIGHTS, GUARDRAILS, DECK SNOWMELT, DECK FINISHES, NEW DORMERS, EXTERIOR WALL Roonn NunnaER FINISHES, WINDQW FLASH�NG AND TRIM AND GUTTERS. STUCCO � GLASS % %� ELEVATION NUMBER �ALLTYPE �� 2. CONTRACTUR TO BE RESPC�NSIBLE FUR INVESTIGATING AND VERIFYING ALL CONDITIONS Revisions: � AND DIMENSIONS OF THE PROJEGT ANQ SHALL NOTIFY THE ARCHITECT OF ANY INTERIOR ELEVATION TAG WALL DESIGNATION sTONE � FiNisH woo� � 4 A�o.� 2 R ES U V M I TTA L � 1 DISCREPANCIES BETWEEN DRA1NIhlGS, SPECIFICATIONS AND EXISTING CONDITIONS PRIOR cuENT MrG o2.os.�o TO SUBMITTING BfD AND PRIOR TO START CONSTRUCTIC�N. CONTRACTOR TO COORDINATE PERMiTSUennirra,� o2.tb.to 3 SHEET NUMBER ALL WORK WITH VAIL MOUNTAIN LC�DGE. � PERMIT RESUBMIT(AL 0323.10 , 3. PROVIDE NEW PARTITIC�NS AS INDICATED CJN PLANS. ALIGN NEW WALLS WITH EXISTING, WHEN NOTED. ALIGN FINISHED EDGES. 4. PATGH & FIRE CAULK ALL PENETRATIQNS IN EXISTING FIRE RATED WALLS TCa MAINTAIN FIRE RATING 5. PROVIDE SOUND INSULATION AT ALL INTERIOR WALLS AND CEILINGS. Cl k?�1C"eV I C1tI0Y1S E-Transmissions: �'� 6. ALL APPLIANCES TO BE PROVIDED AND INSTALLED BY CONTRACTOR, U.O.N. oF co�, ABV ABOVE B.O.F. BOTfOM OF FOOTING DPR DAMPER FAB FABRICATE GL.B. GLASS BLOCK �V -LAVATORY N.T.S. NOT TO SCALE QTY. QUANTITY SPKR SPEAKER U.B.C. UNIFORM BUILDING CODE o ,� � AF.F. ABOVE FINISHED FLOOR B.O.S. BOTfOM OF STEEL OR DP DAMPROOFING F.B. FACE BRICK GLU-lAM GLUE-LAMINATED TIMBER L.H. LEFT HAND NO. NUMBER Q.T. QUARRY TILE SPEG SPECIFICATION(SJ U.M.Q UNIFORM MECHANICAL CODE �� /� � � A.S.0 ABOYESUSPENDED BOTTOM OFSLAB d�L. DEAD IOAD F.O. FACE OF G.B. GRAB BAR L.H.R. LEFf HAND REVERSE SPG.PT SPRING POINT U.P.C. UNIFORM PLUMBING CODE �. ALL DIMENSIONS ARE Tt� FACE OF STUQ, U.O.N. Q �a CEILING B.O.W. BOT(OM OF WALL DEG DEGR� F.O.C. FACE OF CONCRETE GR GRADE,GRADING L LENGTH SQ SQUARE U.O.N. UNLESS OTHERWISE NOTED � DEM DEMOLISH,DEMOUTION F.O.F. FACE OF FINISH G.F.R.C. GLASS FIBER REINFORCED LW UGHfWEIGHT OBS OBSCURE S.F. SQUARE FOOT(FEEiJ URN URINAL ACC ACCESS B.T.U. BRITISH THERMAL UNIT LWC UGHTWEIGHT CONCREfE O.C. ON CENTER(S) RBT RABBEf,REBATE ST.S 5fACKED STUDS A.R ACCESS PANEL BRZ BRONZE DMT DEMOUMABLE F.O.M. FACE OF MASONRY CONCREfE AC ACOUSTICAL BLDG BUILDING D DEPTH,DEEP F.O.S. FACEOFSTUDS GVL GRAVEL LMST LIMESTONE OPG OPENING RAD RADIUS S.S. STAINLESSSTEEL H. PATCH EXISTING PENETRATIO�IS AND ABNORMALITIES IN CC?NGRETE DECK. � SN ER-SAK � D.R.B. DES�GN REV�EW BOARD FAS FASTEN,FASTENER GRD GROUND ��F. LINEAL FEET O.JST. OPEN-WEB JOIST RR RAILROAD TIE(TIMBER) STD STANDARD V.B. VAPOR BARRIER A0.T. ACOUSTICAL TILE B.U.R. BUILT UP ROOFING RWG RAINWATER CONDUCTOR '� C-305761 �- ACR. ACRYUC PLASTIC DTl DETAII GT GROUT LNTL LINTEL OPP OPPOSITE STA STATION VAR VARNISH � RCPT RECEPTACLE p � � ADD ADDENDUM DIAG DIAGONAL GA. GAUGE L.L. UVELOAD OP.H. OPPOSfTEHAND RDWD REDWOOD STL STEEL YNR VENEER 7. PROVIDE BLOCKING AS REQUIRED F4R ALL MILLWORK AND WALL MOUNTED ITEMS. � 1�/�e ADN ADDITIONAL DIAM DIAMEiER FN FENCE GYP GYPSUM LVR LOUVER O.D. OUTSIDE DIAMETER ST STONE V.T.R. VENTTHROUGH ROOF ADH ADHESIVE CAB CABINET DIM DIMENS�ON FGL FIBERGLASS O.F.S.W. QUTSIDE FACE STUD WALL RE: REFERENCE,REFER TO: STOR STQRAGE (V} VERIFY �S� A F�(�� ADJ ADJACENT CAD CADMIUM DW DISHWASHER F.V. FIELD VERIFY O/O OUT TO OUT RFL REFLECT(ED),(IVE),(OR) S.d. STORM DRAM V.LF. VERIFY IN FIEID �� ��1 Hso HAROBOnRO ReF REFRIGERATOR �Q. ALL NEW INTERIOR WALLS TC} MATCH BUILDING STANDARD WALL TYPE: 3 518 STL. STUD OR �°---�° ADJT ADJUSTABLE CANT CANTILEVER DIS DISPOSAI FIN FINISH(ED} MH MANHOLE OA OVERALL STR STRUCTURAL VERT VERTICAL �� �� „ �� AGG AGGREGATE CPT CARPEf�EDJ HDW HARDWARE REG REGISTER DIV DIVISION F.F. FINISHED FIOOR �.�yyp HARDWOOD MFR MANUFACTURE(ERj OH OVERHANG,OYERHEAD REINF REINFORCE(D},(INGj SUSP SUSPENDED V.S.J. VERTICALSLIP JOIM QTHERWISE NOTED, 25 G.A. �6 O.C. 5/8 TYPE X GYP BOARD, BOTH SIDES, 3 1/2 SOUND BATT A/C AIR CONDITIONING CSMT CASEMENi DR DOOR F.A. FIRE ALARM MRB MARBLE SYM SYMMEfRY(ICAL) VEST VESTIBULE ALM ALARM C.I.P. CAST-IN-PLACE DBL DOUBLE F.BRK FIRE BRICK HD HEAD M.T. MARBLE TILE R.C.P. REFLECTED CEILING PLAN SYN SYNfHEfIC VIN VINYL A�r n�reRNare c.i. casriRON "°R "�a,oER cR� eennove INSULATION. NOTE: USE CEMENT BC7ARD AT WET AREAS. Drawing Title: DA DOUBLEACTING F.E. FIRE EXTINGUISHER " MAS MASONRY SYS SYSfEM VL.B. VINYL BASE AL ALUMINUM C.B. CATCH BASIN D.H. DOUBLE HUNG F.E.C. FIRE IXTINGUISHER CABINEf HTR HEATER M.O. MASONRY OPENING (P} PAINT(ED) REQ REQUIRED HTG HEATING pR pq�R RESIL RES�LIEM V.C.L VINYL COMPOSITION TILE �QV E R S H EET A.C.L AMERICAN CONCREfE (C) CAULK(ING) DT.A. DOVEfAIL ANCHOR F.H.C. FIRE HOSE CABINEf MATL MATERIAL(S) V.F. VINYL FABRIC INSTITUTE CDR CEDAR DN DOWN FPL FIREPLACE H.V.A.C. HEATINGJVEMILATING/AIR MAX MAXIMUM PNL PANEL RET RENRN V.T. VINYITILE � �. ALL CONSTRUGTION SHALL CQMPLY WITH CODES LISTED ON THIS T1TLE SHEET INCLUDING - AIA AMERICAN INSTITUTE OF CLG CEILING CONDRIONWG , P.B. PANIC BAR R.A. REfURN AIR TKBD TACKBOARQ DS DOWNSPOUT F.V.C. FIRE VALVE CABINEf _ MECH MECHANICAL V.W.C. VINYI WALL,COVERING nRCH�recrs ceM CEMEM H.Q. HEAVYDUTY P.I.D. PAPERTOWELDISPENSER REV R�v�s�.R�v�s�oN TE� re�EPHONe AMENDMENTS AND UPDATES NQT LISTED ON THIS SHEET. CONTRACTOR TO BE RESPONSIBLE DRN DRAM FP FIREPROOF M.Q MEDICINE CABINET V.J. V-JOIM(EDj A.I.S.C. AMERICAN INSTITUTE OF CM CENTIMEfER(SJ DR.BD DRAINAGE BOARD F.R.L FIRE-RESISTANT TREATED HT HEIGHT MED MEDIUM ' P.T.R. PAPER TOWEL RECEPTOR . R.H. RIGHT HAND N TELEVISION H.C. HOLLOWCORE PAR PARALLEL R•�•W RIGHTOFWAY TEMP TEMPERED,TEMPERATURE FOR CODE C4MPLIANCE. STEEL CONSTRUCTION C.M.L CERAMIC MOSAIC TILE D.L DRAIN TILE F.R.I. FIRE-REfARDANT MBR MEMBER H.M. HOLIOW MEfAL P.Bd. PARTICLE BOARD R RISER T.C. TERRA COTfA A.N.S.L AMERICAN NATIONAL STANDARDS C•T- CERAMIC TILE DWR DRAWER FIX FIXTURE MB MEMBRANE R.D. ROOF DRAM 1Z TERRAllO INSTITUTE CHAM CHAMFER �G DRAWING FLG FLASHING H(OR.) HORIZONTAL MTL METAL PTN PARTITION WSGT WAINSCOT D.F: DRINKINGFOUMAW FLX FLEXBLE H-B• HOSEBB MT.FR. ME7ALFURRING PVMT PAVEMENT RF.H. ROOFHATCH THK THICK(NESS} W.H. WALLHUNG �2. REFER TO PLUMBING, APPLIANGE, INTERIOR FINISH AND C4LOR SCHEDULES TO BE ISSUED A.S.T.M. AMERICAN SOCIEfY FOR TESTING CHR CHROMIUM{PLATED) H.W.H. HOT WATER HEATER PED PEDESTAL RFG ROOPING THR THRESHdLD AND MATERIALS CIR CIRCIE D.W. DUMB WAITER FLR ROOR(INGj M.R.D MEfALROOFDECKING RM ROOM T.B.D. TO BEDEfERMINED WPR wn��PAPeR FOR MORE INFORMATIC?N AND SPECIFICATIONS. AD.A. AMERICANS WfTH DISABILRIES CIRC CIRCUMFERENCE FL.CO. FLOOR CLEANOUT M MEfER S PENQ PENDAM W.T.W. WALLTO WALL ACT Cl. CLEAN OUT F.D. FLOOR DRAW MQ MEIZAN NE PERF PERFORATE(D) R.O. ROUGH OPETJING T.P. TOILEf PAPER HOLDER W.C. WATER CIOSET INCL INCLUDE(D),QNG) PER PERIMEfER R.S. ROUGH SAWN T.PTN. TOILEf PARTRION �p WATERPROOFING AW.G. AMERICAN WIRE GAUGE CLR CLEAR(ANCE) F/L ROOR LINE MM MILI�MEfER(5} TOL TOLERANCE r��j ANC ANCHOR,ANCHORAGE CLOS CLOSET F.PL. FLOORPLATE INFO INFORMATION MWK MILLWORK PH PHASE R.B. RUBBERBASE T&G TONGUEANDGROOVE W-R. WATERREPELLENT �3. CONTRACTOR SHALL NQTIFY THE ARCHITECT ABOUT ANY GONDITIONS REQUIRING A Date:`' O3.LJ.�O LD. INSIDE DIAMEfER PLS PLASTER R.L RUBBER TILE q.g. ANCHOR BOLT CLS CLOSURE FLUdR FLUORESCENT MIN MINIMUM T&B TOP AND BOITOM WS WATERSTOP C.W. COLDWATER F.JT. FLUSHJOIM ��B-C- INSTAILEDBYCOMRACTOR MIR MIRROR P�s P�`��C 1NT wE���r MODIFICATION C)R CHANGE BEFCJRE PRCJCEEDING WITH THE WORK. ANOD ANODIZED I.BA. INSTALLED BY OTHERS P.LAM. PLASTIC LAMINATE T.O.B. TOP OF BEAM W.W.F. WELDED WIRE FABRIC APPD APPROVED COL COLUMN Ep_ E,qCH FTG FOOTING MISG MISCELLANEOUS T.O.C. TOPOFCONCRETE `PfOj@Ct NO' Q��� COMB COMBINATION E.F. EACH FACE INSUL INSULATE(D),(ION) PL PLATE SF.GL SAFEfY GLASS WH.B. WHEEL BUMPER APP APPROXIMATE FRG FORGED MOD MODULAR T.O.D. TOP OF DRAW • ARCH ARCHITECT(URAL) COMPT COMPARTMEM EW. EACHWAY FDN FOUNDATION INT IMERIOR MLD MOLDING P�G� PLATEGLASS SDST SANDSTONE T.O.F TOPOFFOOTING W W�DTH,w�oe �4. WRITTEN DOCUMENTATION SHALL PREVAIL QVER SCALED DIMENSIONS ON DRAWINGS. IN r FR FRAME(Dj,(ING) INTM INTERMEDIATE MT MOUM(ING) Pn- PLATE UNE SCN SCREEN T.O.M. TOP OF MASONRY WDO WINDOW � AD AREA DRAW COMP COMPOSITION(COMPOSRE) ELEC ELECTRIC(AL) INV INYERT(ED) PLY PLYWOOD AUT AUTOMATIC COMPR COMPRESS(EDJ,(IONJ,{IBLEJ E.P. ELECTRICALPANELBOARD FR.PR. FREEZEPROOF MTD MOUNTED (S} SEALANT T.O.PL. TOPOFPLATE W.G. WIREDGLASS NO EVENT IS A DIME�SI�N T� BE S�ALED OFF THE DRAWINGS WITHOUT PRIOR APPROVAL - AVG AVERAGE CONC CONCREfE E.W.C. EIECTRIC WATER COOLER F.A. FRESH AIR MOV MOVABIE PKT POCKET STG SEATING T.O.PLY. TOP OF PLYWOOd w� WRH DfpW�)I� ' F.I.O. FURNISHED AND INSTALLED MUL MULLION PT POIM SECT SECTION W!O w�rHOUT FROM ARCHITECT. Y• C�, RL, MF G.M.U. CONCREfE MASONRY UNIT EL EIEVATION T.O.R. TOP OF RIDGE CONN CONNECTION ELEV ELEVATOR BY OTHERS �•C. JANROR'S CLOSEf N.E.C. NATIONAL ELECTRIC CODE PV.G. POLYVINYL CHLORIDE SHTG SHEATHING Wd WOOD O BSMT BASEMENT T.O.S. TOP OFSLAB CONST CONSTRUCiION EMER EMERGENCY F.B.O. FURNISHED BY OTHERS �T JOIM N.F.P.A. NATIONAL HRE PROTECTION P-E� PORCELAIN ENAMEL SHT SHEEf W.B. WOOD BASE BM BEAM J.F. JOIM FILLER POS PqStTIVE,POSfTION S.M.R. SHEEf AAEMBRANE ROOFlNG T.O.STI. TOP OPSTEEL yy,pT, WORKWG PO�M BRG BEARING C.S.I. CONSTRUCTION ENCI ENCLOSE(URE) FUR FURRED(ING) ASSOCIATION T.O.W. TOP OF WAIL �5. GENERAL CONTRACT4R TO PROVIDE ADDITIONAL HOT WATER CAPACITY SO ALL SHOWERS SPECIFlCAiIONS INSTITUTE EQ EQUAL FUT FUTURE NAT NATURAL P.T.C. POSTTENSIONED CONCRETE S.M.A.C.N.A. SHEEf MEfAL&AIR T.L.D. TOTAL LOAD W��• WROUGHT IRON Checked by: JESS BEL BEIOW LB POUND BET BETWEEN CONT CONTINUOUS OR COMINUE E�UIP EQUIPMENT {N) NEW CONDITIONING CONTRACTORS ,._B. TowE«AR CAN RUN SIMULTANEOUSLY. BVL BEVELED CONTR CONTRACT OR EST ESTIMATE KP KICKPLATE N.R. NOISE REDUCTION P.C.F. POUNDS PER CUBIC FbOT NATIONAL ASSOCIATION ANGLE ( ) T.L. TRACK UGHTING � KIT KRCHEN P.LF. POUNDS PER LINEAL FOOT � BIT BITUMINOUS C.J. CONTROL JOIM EXC DCCAVATE N.R.C. NOISE REDUCTION S.V. SHEEf VINYL FLOOR COVERING TR TRANSOM < CEMER LINE KO KNOCKOUT BLK BLOCK CPR COPPER EXH IXHAUST G.P.M. GALLONS PER MINUTE COEFFlC�EM P.S.F. POUNDS PER SQUARE FOOT SIM SIMILAR C ZOO9 1110SC��C Q�GI1�teC'FS BLKG BLOCKING COR CORRUGATED (E) EXISTWG GALV GALVANIZED NOM NOMINAL P.S.L POUNDS PER SQUARE WCH S.H. SINGLE HUNG T TREAD [ CHANNEL O TYP TYP�CAL � � ('� �} Cf � BD BOARD CTR COUMER E.B. IXPANSION BOLT G.L GALVANIZED IRON N.C. NON-CORROSIVE PQQ PRECAST CONCRETE SKY SKYLIGHf > ' PROPERTY LINE �� �} B.S. BOTH SIDES CS COUMERSINK EXP IXPANSION G.S.S. GALVANIZED SfEEL SHEEf LBL LABEL N.M.T. NON-METALLIC PREFAB PREFABRICATE(D) SL SLEEVE � ROUND/DIAMETER � LAB LABORATORY � � D � Sheet: B.W. BOiH WAYS CRS COURSE{S) E.J. DCPANSION JOIM GSKT GASKET{ED) {NP.) NO PAINT PFN PREPINISHED S.J. SUP JOINT UC UNDERCUT SQUARE ���� �'�' ��`� BOT BOTfOM CR.G. CROSS GRAIN IXT IXTERIOR GEN GENERAL �Q LADDER N.A. NOT APPLICABLE PS.C. PRESTRESSED CONCREfE S.B. SOUD BLOCKING UG UNDERGROUND � B.O.B. BOITOM OF BEAM C.F. CUBIC FOOT E.I.F.S. EXTERIOR INSULATION ANd G.C. GENERAL CONTRACT(OR) �•B� I.NG BOLT N.1. NOT INCLUDm PROP PROPERTY S.C. SOLID CORE U.L. UNDERWRITERS LABORATORIES X� DEGREE ���� _ N , � ���� �A� � 9 B.O.C. BOTfOM OF CONCREfE C.Y. CUBIC YARD PINISH SYSTEM GL GlASS,GI.AZING �M LAMINATE(D) N.I.C. NOT IN COMRACT P.L. PROPERTY LINE SP SOUNDPROOF UNF UNFINISHED # NUMBER � �����G3 ��� , �*' ,,.� � � . APR �- 3 2010 l'C�1IVR1 QF ��lL ' ` , _ _ _.__.. .� __--�-___�� �_ .x� _-_ _�_ �.� � ��, r�,. _ �_. _. _ _ �� ���. _ .. _ ., . ____.�----- u __ . .�.._ _ __ � � .«. �.a� T� ,.,u ---�. , ��, _ � ' ' � • maSa �C architects architecture, planning, green consulting interior design Boulder Office 1829 Pearl Street Bouider, CO 80302 p: 303.247.1100 f: 303.247.1101 San Francisco Office 234 Hermann Street San Francisco, CA 94117 p: 415.377.936b f: 415.449.6624 www.mosaicarchitects.com info@mosaicarchitects.com , , , � i i i i i � i i i - .,,!` i i i � ( � � ` ( I � � � 1`'�� _ i i � i i i i i i i i i �, t i i � �� I I I � ( I : I I ` � '�.._ � ' I ( i i i i i i i i i i i i i •_,.,��.; , i i - � r------r----- --- -----i------ --- ---�----- -a----- 1----------�----�-----�-----------�----r----�-------�----�----�----------�----�---�----- , �,�`\ --- ---- ---- � i i -r-- -r- i T-- T- ' T------�- � T- Z- � , � i i � i � � i � i i I ( i i i y i �` i � i ; � � I EXIST.F�F.U. " . I � #E r i i � � � i � � i � � i r � i � '� � i i i i i � � i i � i i i � i i � � � i i � � � � i i i i i � MA1N LLVEL i �. � i � i i i � l7 �� � i � i i � � i � � r � � i �O � � i � 7 t I 1 I i \ / \ / \ / n, � `�' j � tt 1 � 1 ' ' // `I/ \ i / \ � / \ i / \ i / � � \ / � / \ / \ / `� � � � � � � � W ���% \��% \��% 0 \��% ,� � - - - -� - 4 - � - -i—�- - i � - - - - - - - - - �' - - - -�— �' - - '` - �' - 1- - - - - - - - - - -�-- - - - - - - - -�- - - - - - � Q � � r ' ' ' - - - - r- � � � �r r ❑ \ _ � O � � i � � I � � i '�� � i' I I 0 ( i i i D � ( I ` _I � i � � � � i r � � i i i i i i i i i i i i i i � i r i � i i i i i i A.U.#6 A.U.#7 O .� O � � � � � � � � � A.U.#8 A.U.#9 - - - - � — I � � Ir I 1 � IJ � I I j' I o o I I I I � � �� O � i i i i i i 'i i � i ` � � i . i i � i i � i REF. � + � � � ` � � �_ ,1��. L � � J �. + + � � � - - - - - - —�-1 - - 1 � 1 - I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - � - � � / 1 � 1 1 I 1 O •� � � j � 1 1 � l � 1 I I �- � � � \ _ � � � � I I I 1 I � 1 � j � � I I I � –t– _J– � I I 1 I I I 1 � I � �.� � � � 1 1 � 1 1 1 -------- i � � � � II 11l 111 � � � I \ � I lIl III I �i O� Li O� — — ( I DN I � i ii iii� -- ���---- 0 2-HR.FIRE WALL \ � � i i i i u i u� i -- ��� i � -� -- � --— a i i i i i i i i , � Q FIRE STAIR,TYP. � i � _ _ I _ _ _ O ■���� • �■ ■� i � I ��', � - - - - - - - - - - - - - - - - _ \' — - � ^ -) - - - - - - - - - - - ( ( � I ^ � \� UP I I I � f � � ° I ° � � � --- - � - - - � - - - - - � - - - - - � - - � - - - \ — 0 0 � � � I (�=`= ( � T1Q-�- i�ING ( I , � I I I I �� � DN F S E�l� I O O I I I 1 I I I I I 3 � - -� - - - � - - - � - - - - ; • TRAVEL DISTANCE BEi`WEEN GRAND NNEX 8�STAIRWELL=37'-5" - J - � - - � - � - - - - - � ` - - - - � T ,�n I I 1 I I ��r��������r�r��� ��I������������ I I I I I I I I I I Revisions: � � PERMIT SUBMITTAL 2.16.10 ►�-� I ( � ����� ���� � � � � � � � �� ����� � � ��� � ��� ( I I � i i i i ; � ; ., � -; - i i i i i i i i i PERMtT � � �� � RESUBMITTAL 3.23.10 v I I � I ; , < � � � ( I ( � - - ' - - - - ' - - - � - - - - ! - �.�-�= ��r ��--�- - =�-�--- - - - b - ! - - - - - —�— - —� - - - - - ---'-- - - - - - b- - - - - -- a I I I I I � .; � � ' I .� EXISTING : ,_ � , I I I � r i i i D.U.#C � �i ; � r , RATION E NITS i i i i i i i 1-HR OCCUPAN Y SEPA B EN U � LOWER ('� � &VML HALL.TYPI AL o I � ( I LEVEL I ' � ` *,.���►����� ; � , % I ( I I 0 i � i i i 1 , ;_ � � .: ;1 � i i i - - � - - - - - a- - - - - - i - - --� - - - - - : o �:; ��� E�STING �� ,- - - Q - ----�-- - - � - - - - � - `".;."' _;._.-,,,.�.,.�`�,...,��.�r��� "'"__,_",.," � � - - - - � OWER - - - � - - - � � - - - - - - - - - - � - - - - — \ 45 min. RATED FI E DOOR �� � °° i i i � 1' ��� � . � i i LEVEL i i i i i i i � � / ` ' � E-Trans 'O �tO � , � , � F ���� I � I I I I f I �� �.� � i ; i ,• i i i r, , � ` i ; � i i � i i i i i i �� o � � ; _ ; N . i ,, � ° � ------- �-' f � ` �., � �� �.. I ,� I I I I I I NY ER 6 AK � � a� � — - � \• _ � _ _ _ � _ _ � _ _ _ - � _ - i i; - - - � - - � - - - i � i i i i i i � C.305 G E � - - - - -�--� - � \ �S�D ARG�,�� � I ( : , ; ; ; ( I — � — — — — — — — — — — — — — — � � l ��I I f I I ;. ' I I I I I I I I I – I – – – - - Q � - � __ � _ � _ _ � _ _ _ _ � _ _ _ _ ...� _ _ _ _ _ � _ _ _ _ _ _ _ - - _ - � � � � � Drawing Title: -- - � � � -- � - —_ _ � � � : : :, � � , Main Level o I I - �- _ ____ _ � , % � � � � Life Safety � � � � � � - - _____ ; � , , � � , � � , , � � - � _ Plan a - - - --i - - - - --} - - - � - - - -� - - _ ___ - - - -{- - - - - - - - - } - - I- - - - - � - - - - - � - - - - - }- - - - - - � aXi I I � `�` - _ _._,_ I I I � ! ^ --- _ . Date: 24 March 2Q10 Q ---._. — -- -� _ -� _ ---- c - --� � ' - -- _ _ Project No: 0701 I. c� --�— _ , o �`'' - - / � i - - � �� Drawn by: CCG.RAL,MAF Q ---�. - - _ � _ , ° - ---_ _ � / Checked by: JESS,MAF � - ---� � � � � / i ' - -_.__ �- � - —'' - - -____ � ,/ CQ2010 mosaic architects o � MAIN LEVEL LIFE SAFETY PLAN _ ____ _ -- — N1/8�_��-0.. ' -`_ '`` / � N - —._ _ — /- Sheet: .� _ ____ � �u� �'` — — --_./�� � � � • .. �N .. � � � � . � . . . . . � . � . � � . . . . . . . . . � � � - . . � . . . . . . . .. . .. . . . . . . . . . . . . . . .. � � . . � . . . . � � � � � � . �. . � � . � . . . .. . . . . . � � . >� > . � M,..._ ... . . . . . .. . . . . � _ . . � . . . , . . . . ,, .. . r.....,-.,. _ _—'_ __' .;•e•,.�' _ ' ">Y�r.r^..^.:ti . ... .. . _ � � ' _ � r � � � masa � c architects architecture, planning, green consulting interior design � � � � � � � � � � � � � �` � � � � � Boulder Office ------- ------------ ------- � - 1829 Pearl Street I ( I �� -----,__--- �T� �' � � I I Boulder, CO 80302 � � � � � � � , � � � � . `� � . � � , �' � � � � � � p: 303.247.1100 � �� � i i �� � — _ _-1_ _ f: 303.247.1101 ( I I I I I � ( �, �\ � ,'� ,, I � � (` '�-_ _ _ I I San Francisco Office I I I 1 I I I I I I j I \� 1 w I i� � � � � � � � 234 Hermann Street �� ' � � ' San Francisco, CA 94117 I � I ( � \ ---- / I , � p: 415.377.9366 . � � � i �. � i ` ' i i i i i i i i i i i � i \�•� � �` T� ''r � i _ � \ i �\ �, i � �� � � � � � � f. 415.449.6624 � � � � ---- i i ` -----� � x � E— -------- I I ir � i� �� � �� j j — . ,---- ----- --, �---- -----� �--�--- -----� �----- ---�--� �--�--- ----� � ' ,�� I �'�---'� �` � �� � www.mosa�carchifiects.com � � I � _ �L _--J --- --� �---=J L---=---� �_- � � � - -�-'�- �`--L— - \� -� i - - - - —�- - - - - - � - - ' infoQmosaicarchitects.com - - - - - - - - - - - , o � ' ' ' ' ' �' ' ' ^ { � � � -�--� ' ' � � � � ; � ` � ��, -- ; --- ,�� , � ; � �, ( ;---; � � , . ----- -- > I I I I I I ' � 1 I ji � � I I �t'\ � � �� I I � f j I I � _ f I I � ' � i� �� � �� I � � — I I � 1 � ( I O O I ( I � � `� I i i i i i i i � i i i i i i � J � � � i i i i - - - - - - - - - - - i i _ _ _ i - -- -- -- ~ _- � � � � i - - - - - - - - - i �- - - - - - - - -- _ - - - - - - - - i i i � i i �---a i - � - - � - i i i � A.U.#4 i i A.U.#5 G �i � i A.U.#1 i � A. .#3 i i i�� � i i i i i i i i w o i � i A.U.#2 i i ---- ---- i i i � � � i i i i i � I --- --- � Y_� � I — � — ��$ I ( ( ( ; :� 2-HR. FlRE�WALL ; � � .�w�. � Dx ( � I I � ' ---------- --------- i � i� FlRE STAI�� '[YP.; i � �--r---- -----� i r-------- � rr � r � i i i i i i DN i i i i i i i �'�" � i i i i i i i i i � i r-- -------- .�. �. � ------- ' ' -- �-i r� J � � � — � I I I I I I I I I � i �, i _____�__ �� � � ___,_ 'J� ( L I _______ I _ _ _ i � _ _ _ (� � _ — — — — — — — — - � � I — — — I I I I I I I I I — — — — � � f1 I I I I I I I I I 1 I I I I I � �O O� I I I I - -- � � ' � � � � � � I I I I I I I I I I I � Li — — — - -- — i— — — — — — — — — — — — — — — � I I I ( I I 1 I I I I I I I I DN TA� � (� � o � TIOY LANDING I � � I I I 1 I I I I I 1 I -a— ------ -- ------- -- — I ( I I � O � —�— -------- - --�----- -- — --� -- ----------�----------- -- -- � � i � � i � i i i � i i i i � � � �w � i I i i i � I I I I � O i — —� — — — —r—� — — --T—�— — — — — — — — — — — — — — — — — — — — — — — — — — � ! � i i i i i i i i i ■ —... j I +: ' � V i i i i i i i i i i � � i o� °o Q � i � i i i i i i i i i i i � i i i i � i � � i � O _ i i i i i i i i i i i ■ � i i i i i � i i i i , � � � � � � � � � � • ; ; � � � � � � � � � � � � � � � �I , � � � ( � � � ) � � � � � � � � ; ; � � � � � � � � � � � � � # � � il � � � — > � � � � � � � � � � � � i i i i i i i i E X I S�G i i i i i ■ i � i i , . i i i i ; I i � i � i i i i i i D.U.#,C i i i i �•.•••. .... ...�...�,. .......... ..t':...TRAVEL DISTANCE BEfWEEN GRAND ANNIX & STAIRWELL = 46-�F � � > i i i I i , � I � I � � � , � � �PE� � � � I � fi I I �.-- � � � � � LEVEL i i i i i i i i i i i i i i i i i � -� - � � � � i i i i � = i - - - - - - - - - - - - - - � I I i � L ( � � I i � ( I � ' � � � � i : � ' � 1-HR OCCUPANCY SEPARATION BEf1NEEN UNII'S � � � ; � � � � � �,: � ;r f � � � I I I � _ : ���► �� & �� �, ,�� ; , � ;: `�" I I I I � I I I i , EXISTING i - ; - - - - - - - ; � � � � � i i � i � D.U.#A � � � - -�-- - i - - - - - - ------ - - --------- � ����� N �-- - ' - - - - � � � _ UPPER - - - - - - � - - - Revisions: � i - - - - ---I- - - - I - i i -�-`" � �: ZEVE� � � , - - - - - - - - - - - -�--- o � ��� i PERMIT SUBMITTAL 2.16.10 w � � 1 1I II � I � � O I f I "� : �-=-�I I I � I I I I � I I I �1 < ���� �� �� I � i _ i � PERMIT �' i i i i; I I i i i i ( I � I I I �'RESUBMITTAL 3.2�.10 T ; ^ Q � �-- -- — -- — -1---------- � � I � {�' + .L����� 1 : -r. I I �j j�l I I � I I I 1 � \ � j "�j : �ic�-_� I O � ( ( I ' `y � '. ; I I I j ( \ _ QI , ♦ _ I _ � I _ I _ I — _ _ _ � _ _ j ,-M.�,..:,_„' I I I I I I � 1 I I 1 � � � — — — — — — — — — � � ( � _ � � � ---------------- ----------- --------------- ----- --------_-- J . , � - � � �,� � � � � � , , - , - , - , - - - - , - - - - , - - , - o _ _ - - - - - - - - - - - - - - =� - - - - - - n � o � -� _ _ � I - v i i �"—' r — � � i i i i i i i i i i 2 p �a I ` -''- _ _ ---_ _ � I E-Trans ' $ U � � i � � '- - _ ---_._ � � � � � � � �p ��� .� - ____ _ '� '�„9 � - -�-- - ---� - - --�- - - -� - - - -`- - - _ -` ' _ -� _! _ - - --}- - - - - - � - - - - � _ � I_ - - - - - - - - - - - - - - �� O � � � � - - ----_._ � Y ER-SAK * o ''' - - -____ _ � C-305761 V , � _ _ `_ _'` �/�� �,�, ' --_ ��RG� � _ ____ � � - ____ a - _ ____ -� _ _ � � -- Drawing Title: � t� Upper Level 0 � Life Safety -� � � o Plan � 0 � �' UPPER LEVEL LIFE SAFETY PLAN � a � Date: 24 MARCH 2O10 l ��s°_�'-o" � � Project Na p701 , 0 a� Q Drawn by: CCC,RAL,MAF o _ — � i Checked by: JESS,MAF � o.. � � Q 2010 mosaic architects 0 0 ;T � Sheet: N L U � ,� � A � � N N C � G? �S _ ! n...... � � /°� — 4�i�P` ' ' '.: _ � � masa � c arc hitects architecture, pianning, green consuiting, VA► interior design � V►lCq�E pU6�'C pqR Boulder Office K►N'r'f �ARqGE 1829 Pearl street GSCC TO C ORDlNA7F �� Boulder.CO 80302 �ANE CLOSU�� -'`� p:303.247.1100 �J��i� Z � f:303.247.1101 � � � - _ o m San Franciseo Office S �_ --_. � 1290 Sutter Street, 5uite 201 � � 0 San Francisco. CA 94109 _ -�j p:415.409.6660 f:415.449.bb24 —— — — — ��R DEL1VERiES qs � W z p y N���E4 EQ$j ME 1z° o�P � � 4 0 � ,. � — ADpyy p R t V 6° o�P � � � � �'-- TEMPORARY CONSTRUCTION E o � � o ,� � --------_._ www.mosaicarchitects.com -+ . Z ,;; y Q FENCE W/SCREEN IN R.O.W. Z o y Z y , `�• � i n f o@ m o s a i c a r c h i t e c t s.c o m --------__ T� I I N a � °-` �'� � ,� � O DUMPSTER TO BE REMOVED WHEN �T� �.� � CRANE IS OPERATING. �"^�'�� �. I Q 7. NO PARKING IN GARAGE WHILE sw�7z.o > CRANE IS OPERATING , . . . 0 J . . . . . � . � . � . . �. � � Z � . . . � . .. � � . . �.. . . . � Q � � . . � . . . . � � .N. . � Q � . . . � . � _� �I 185.99 r TW 177.0 ,` � Z BW 175.0 , � �; 1 Z�2 i �I I� ,zs.r� .�R�PER�, � W _��� PIRE ACCESS-6' [/!yE z .�,� V � OPENING IN PENCE Q � • ZWoo _0�9 �n • ` Q J � . . i _y� � . . . � � � . � . G � . Z� � W L... a i � 9� �t ° _�_�_ � � � o W � 9��F� � � � I �' KEEP AREA LEAN FOR —' d � � •= I � MOUNTAIN HOUSE �P,,►G z < � ► � VAII MC�UNTAIN LODGE VML � W � , � � � I� �.� � ¢ , 352 E. MEADC�W DRIVE ,� � > � � � MATERIAL ACCESS 2 LEVEL VIA ye�► � 177.34 STAIRS. ENTERS OUT�?NTO LEVEL � �� � i � � � ! � —� OF UNti 303-GRAND ANNEX � LOCATION OF REMODEL � _. _ . � UNR 303-GRANQ ANNEX . 3RD 8�4TH FLOOR � '` • RKER FOOT ACCESS � I GRANd ANNEX ADDRION D B APPROVAL TO REMOVE 1 TREE,WILL I ` B REPLACEQ AFTER CONSTRUCTION I 3.z � Revisions• ' ` _ _ � �.---- OUTLINE OF VML LEVEL 19b ` P �� CLIENT MTG 02.08.10 �. � --.. PERMIT SUBMITfAL 02.16.10 — " � i � � ERMIT RESUBMITTAL 03.23.10 � CAFFOLDIN�G TW X 60'H W/ \ � • 'i'� . . . ....,..� . . . STAIRS&TRASH �ss.ss �ss.o �ss.ss �s7.�o � .3s �" *►�- ________ CHUTE.FENCED LAYDOWN -' � �, � � WATEF2 � . � fj • . � . . . TW 16&.5���!� � 7W 169A ' ' / O { 166.5 � � �� _ � _ _ _ / � O BW 1B9 n � ���, T14+169.5 , � � ' ,� B1N 66'I p Q -_ � i� ( lW 771.5 ' as,se.00 /,,, ,w,ss.� , ,. TW 1695 � ` � � BW 162.5 � _ 7W 169.5 TS 167A � 166.35 �� � 6'-0"CONSTRUCTION CHAINLINK PENCE Wj SCREEN '� '� B�� '> <%�— 'ra� .a /' 4�� TW 169.5 � =166A BW'159.0 -- /� � C BW 159.5 �'�!_ ' W 159 0 ` 7W 189.5 (,Qr4� r o h �+• W'159.5 I/Q� E-Transmissions: � � � - _ � _ � � � � rowN oF v�►i� �_ � � ` p F �� - , . w �.... c �, ��z R� E__/N� � `�� � �+ ?J L3 Q? G'J ` lio� vo� h � - - - - _ _ _ OPEN SPACE ° ����°�° � '�` '�9 � ,m.. ,m. �u. ,w � =ym.-� _...� ,m. 4} U U�� N � ___-------- — -._. �= �QQ u c� a O ---��---� Q� N O i' _--==-== 5 7 - � .. ��and � VML HALL �ra�d � Annex � Exist. 1 hr.fire rated Exist.coi.to remain Annex Unit 301 ' partiton to remain � � � ��--- _�-��. _ _ _ .� _ _ _ _ - - - - - - - - - - - - - - ; _ - - - -�------, ,._ : ,. . �,,.�.,- _ ,.:�,�,.::..,.,:�..�:�.,.�•.y:�—..��-,.�.�-..�,��::,.�.r�.,, �.�..r°-.�°-� ��-.��..-... �.;� _;,,��,�.;�. ,..��._^.�...� • �.,,�,.o .._. ��. F ' � �` � ('---� i i• i i i F i i i , ii� i j i i f i �� ; ��'� � o s a �� ' � � �1 �� � � � � � � � � � � 3 n� � o i �, l � ' t".._ _1 `: I DEMOLITION LEGEND � � , � � ,► � � � ., � � � � � � , ❑ ��, , __ _ _ � � , ' � � � . r � i � i i i i i � n� r — --i i � � i � � : i i� i i i i � u ---a � � ��� � � � � � �� � C1rC�'11t@C1'S � � a I I I , , �, � i �------ � � i r � � � � � � Vtr/IL ME�H. � � ��� � � `._% � � � �. � � �� � � �� � � ��. ��; ; ��� L% �� � � � � � � �� � � � � � � � � � � � Remove alf floor finish material including hardwood ffooring, � � � � 1L�1��t� � L�l�� �_�� � � �� � � � � �� tile,VCT,carpet,padding,underlayments,adhesives 8�all ; � :a { � � 4 i r----- � � �-�-----a �� a i i � � s ----- � � � � R— � � � --r — �--T--� � � t attachments 8�accessories. Preserve concrete 51ab and prep • a � i u 1`. i i , � i i i i i � � i �__„J f � � � �� � � , � � � � � � ____' ---1------ architecture, ___ �--� _ � for new construction. : � � � r - � ,az..,��.,,.� n � i e , i t i i i i i � 3 I , �..���r. � �■.i■■� � a i a . i i i i i i i � ' --------� .�.�..�._.V. - ��...�"�.�-_..,.,.,_..�_,...�..�..�,�� � �—� �------ : ..��. , lannin �`�-� , � � � � � � � � � � .- � � p g. 2 Remove interior wall as shown; SHORE SECOND FLOOR IF � � � �F 3 �� It.�-- --1-1--L�1_J__l_J_� �r-�'�' � i ------------ �"' . � REQUIRED TO MAINTAIN BUILDING INTEGRITY. � �I� ` __ ; � ______________� ( g g �_, �----� �_____________ � i � � , - � reen cansultEn i i � � �� 1 � 5 ��`� ii �� i i �-----------------� i � n � i 2 �-r�� � � ��-� r ICIt@flOf C�@SIC,�I'1 � Remove door orwindow,frame,sash,sill,trim 8�hardware as E � �----------------� � � �� i �. � .%' � � � � u � i p � � � n i `. n �.'' � required for new work. Verify w/Owner method of disposal or '-"��- �`� ° � � � �� �� i `� n � � �� �� �- storage �(� �� 3 � i----� ��`. � 3 �� �' �`,;; i i �. � � �r::� � t_- ---� .a �� �' i � � Exist.col. � � � Boulder Office 1829 Pearl Street � Remove existin lumbin fixtures and accessories,ca all 9 p J P _ � - - - - - -� � - - - � � i i'�. to�remain - � - - - - - - � - - - - Boulder, CO 80302 plumbing in floor/wall and prep floor/wall far newwork. � � - �T -�-�— � i � i � r E p: 3Q3.247.1 i 00 Existing plumbing to be used for new fixtures F�cist.col,to �i�'�.\ � � � � r � i � � E f: 303.247.1101 remain [ � � � � � 5 � Exist. 1 hr.fre rated artition � Remove existing GWB from interior side of Grand Annex party t � 2 � � � � p � ��� � � � � I � : to remain I SqC1 FfC]fICISCO OffIC@ walls to accommodate new work. � � � �y � i ��� i Bed � i i i � Bed L, i i 234 Hermann Street � Remove existing balcony railing. � � 14 � � i 5 � i � F San Francisco, CA 94117 � i � � � p: 415.377.9366 Remove existin stair handrails and newel ost. � � � � � � � � ( � I f: 415.449.6624 � g p € � ��:� � � � � i i � � � � . Unit 301 � � [ttt� i � � 14 � c'`� Upper Level ❑ Remove existing GWB ceiling and lighting fixtures throughout � � ��� i $ �xist. 1 hr.�re � '� � � � � � � I www.mosaicarchitects.com existing unit. � ,,,►�— 4 � i i � i � info@mosaicarchitects.com � � rated pc�rtition �i� i i � Remove exterior wall as shawn. Coordinate installation of t to remain r � i ii i [ � � headers and posts with engineering drawings. SHORE SECOND � � �(� ---- 13 g i � � I 9 i FLOOR IF REQUIRED TO MAINTAIN BUILDING INTEGRITY. E �� � I ,:� � 9 i�i � ! � � � � � t � � 10 Remove existing kitchen,cabinets,countertops,shelving, � t � ~--i_--.�---------------- ------------ -J �--_-1--_--- -_ ---_-_--_---J � a liances,e ui ment vent hoods,flues and associated duct - - - - - - - - ---_-----_-°-------------°-----_---- ----- - -_-----------_ - - - - - - - - - - ___ f1 Pp G P . � � � i i----- �: L1 work.Coordinate with Owner the method of disposal or - -- �------- - � - �� Exist.col.to r i � Exist.col.to � � -- ---------------------------------� r :� V storage. � �p--- � � remain 11 9 i � remain r '� i i � � � � I �� Remove existing balcony tile,underlayments,adhesives 8�all _ �� _ _ _ _ _ 1 , _ _ _ _ _ _ _ _�_i _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � attachments&accessories. Preserve concrete slab and prep � '� � � ' � a `� � for new construction. 9 i i � � � U n�t 3�� � ,� i i 6 i i 11 � � � � Ii i i � � Balcony � „�� 12 Remove concrete slab 8�steel deck per direction of structural _ � � _ _ _ _ _ + � ___________________________________ ________ � � , _ t _ _ _ _ _ _ _ _ _ _ � � � - - ----_-- -- - -- - , engineer. Preserve sfeel structure prep for new construction. -------------------------------------------- ------- ----------- � ���-'��-'...,�.�-=.=—_. � � Grand � Grand � Q �3 Remove existing firebox&flue;cap e�sting gas pipe to be Annex Annex Unit 301 (� used for new Master Bed&Master Deck fireplace. Preserve 2 UPPER LEVEL'DEMO PLAN ' ' � —I � existing flue shaft for new flue,coordinate with new work. ��4��=���� � � - - - - - - - - - - - - - - - � _ _ _ - - - - - - - - - - A � Q ' �4 Coordinate removal of roof structure with installation of new - � i � /�-1 � � — � steel roof,see structural drawings. � � � ' Grand ' E � U 1 hrrated corri orwall to remain VML HALL � Annex Unit301 � � � ----------- To be demolished � — o ._ x _ � , � �.. .� ��_ _ � � �. � � �,� � - � �„ �=� ��^ � ���. =��=�� -� �- � _-�� � ,� � -�-� = ii ► � i ��.� �;�.` i� 1 t� i i 1 : ' ' �� � i i t � � .—� � Walls to remain , ; � �3 i i i , � � i _ ; �.� � � it ) � �i t 1 � � � i i i � � i � � � i � ! � n i i i � � � , i � i � � ► i �- � � �s / f f I 1 I T-------�---- I t E i [: , ""��,,� y �� � I I �..�i ���� 1 1 � I 1 ♦ / I Relocate exist.eiect. ` ` , � , i 1 '-' ��-------+-° I ; i � �-------- --�---- � ' � � � • I � � � � � L--- ---�--------1 � panet per MEP dwgs � a �LL_,�.' ��_` �a i � / 5 .i�' '--� ii � i L L� [J-' , i � .i' �� �„� � � 5 � � � 11 i 5 n � i t ' � 3 ,,, D ; � i � ; ;; ; i i I ' � � �: r � � i ` 3 n .' 2 ( i t 1 ! � ,;' ��-� Exist.stl.col. [�� i � � �_-� i � i � � � � �_;"ff� . � to remain � � i �___-=�-� - - � � � . --T----------� -_------�------ L _ _ --- --- � � - - - �.� ��-�=T--r- -�- s -�— _ F i r- 3 -, � — t a � i F\-- r -�--r-T--�-=�= , - � - - � - - - - - - - - - ' ' � � � ���� c � ' ° � i i i i i i r�-,-- i � ' � I I 1 � � 1 ' I a 1 t 1 1 I 1 � 1 1 ^ �I � __� � � � � � a � � i � �'� � �� ; `� � ' ' � � � ��st.Stl.�¢►, , E ist. Kitc�`�n � 3 r � i i 2 i i .JJ K � � � � `. i � i i to re�na�n i � � , � � � � � -- � .� , -� i �.._ �_ �__�_�_� � � i 10 i � Revisions: � � i �----------� �- ------___ �._-- -- �----- i i � � PERMIT SUBMITfAL 2.16.10 �" � � �----------- --- ----�x�� � jr--t-- -� � � j � � [_ � ----- ---- -------- - 4----- � � � ��__=__? ! i� ,% i i i i � l ,'� `. i � Exist. 1 hr.fire partition o DEMOLITION NC�TES � � � � � � ; ; ; ; � � : � ��`------� ` ,•�� to�ema�n I � PERM�T � 'o F�cist. t hr.fire � � � 3 ,�' r'� •' i i i i � �� ``���',,�� ,> � � L_1 RESUBMITfAL 3.23.10 � 1. Coordinate with Owner the partition to remain —�� � �' �________ _�_ � ` �_�_��.�1 J �` \` v � ..^ ��..._��_�_J ♦ o removal of personal i 1 5 � ,� ��� �`.,� ��--------------� I a b e l o n g i n g s,f u r n i s h m g s 8� � �i a �ti �� � appliances from affected " � � � �.1 -�"--------------�; U n(t 30� � N a r e a s. R � � � 1' ----------� .' M a i n L e v e l � 2. Remove electrical wiring & : � Exist.stl.coL � �..-----� Exist.stl.coL �~� � °� � to remain �i� i to remain � � , � conduit @ areas of demolition. � t � 3. General Contractor shall ; � � � c p° arrange for the proper - �- - - - - - -� � - �— - - - - - - - - - - - i i - - - - - - � - - - C "o discontinuance and/or E � ��� � � � � � ;= relocation of all public utilities � � 5 � � � i � � prior to demolition. � � �I� � I i i I � 4. Verify plac�ment of • f j �C� � i � E-Trans � U construction materials 8� LUbIn ReSIdeC�CG 1 � ❑j �g ��� i � � ' 9 � i � � �� i dumpster w/Owner 8�VML. Main Level , i f � �, ` i � i '` �'p � 5. Verify w/Owner whether � � k�a __ i I i i I ,� w i n d o w s,t ri m,d o o r s&o t h e r � a � --r-�. • i � c.�� N � � Exis t. Mas ter Be d F���-.�-�� Exis t. Living � ; � � i materials slated for removal are t � � �rr' � � � to be recycled,stored or ` � ����� %`� i i ( � i ( � SNYD R-SAK * � disposed of. a � t ��� �.�� � r i � � C-305761 f� � 6. Protect all interiorsurfaces from � � ����,,, i i � i i , � ��! � unnecessa dama e durin � ! � � �`�� � � �`��' ��'.�"* ,c ►Y 9 J , � t��----- -� � �, ,. � demolition. I � 9 i � � 13 �. � p � "`�,�.�� i1 � � � � � *'" � Q � �I� � I �F� �I � 1 � � � � � � ! � � � � --------------- -------------------- � � �'� t � p Drawing Title: �; - � '�-----------------------------------_� � - -!— - - - - - - - - - - - - - - - - - � - - - D e m o I i ti o n o � � � ,� ;� � ��� .� � � ; � Exist. Balcony � � ; ,,�,� � � Plans � � � �� � � � �` :� � - , � - - - - - k ,-�— - -�— - - - - - - - - , -, �' - - - - - - - - ;,-� - - - � ° ' �� >> ��St.sti.�oi. � � f.�,` � , � k � �-----�------- ----------------------------------------- �",��' � X � to remain k �� ---- ---- ----------------------- - - � I � - ' - - - - - -f �------------ --------------------------------------- �- - - - - - - - - �� ! _ _ ^ � � � � 6 Date: 16 February 2010 Q � __________________'__--____-_---- --� � i i � ' __ - ----=--r,- � ��, � � � Unit 301 � �� � � Grand � �� 4 � 9 i i Balcon � "i Project No: 0701 �? 6 Balcony � � y � o �' AnneX � � ,2 Exist. � �....._�.._ � - _ - - - - - -; � - - - - - - - - - � ; - - - - - - _ _ _ _�_����� - - ¢ � '; ` ' , � � Drawn by: CCC,RAL,MAF �- 6 � i 0 1 � � � i i i ---- ------------ ---------------- -----� i � Checked by: JESS,MAF -� �, -------- ---�- � i ------------- --------------------------------------- i / --- � o CQ 2010 mosaic architects Grand ° � Annex Unit 301 i (� -- N �` I u V � Sheet: � p 2� 4� g� � � � MAIN LEVEL DEM4 PLAN � � � �ia..=,,�„ SCALE: 1/4" = 1'-0" � a� 3 g � ' � ' VML HALL .�. . masa �c _ \� i I I I i I architects �� I I I I I ! �.��_�_L� h 7--�-��— r T architecture, � I I I I I I lannin i� f l I f I I p g- green consulting interior design Boulder Office 1829 Pearl Street ��; ; ' � i 3 . ��� Boulder, CC3 80302 p: 303.247.1100 . f: 303.247.1101 _ � San Francisco Office 234 Hermann Street San Francisco, CA 94117 p: 415.377.9366 - f: 415.449.6624 www.mosaicarchitects.com info@mosaicarchitects.com PROPOSED ADDITIONAL SQUARE FOOTAGE rc PROPOSED 152SF ENTRY: 5 -----------------------� �------------ LIVING ROOM: 111 � � � � MASTER BEDROQM: 15 i i UPPER BEDROOMS: 152 � � � f ► � SU BTOTAL : 283 � � _,... � PR�POSED_STAIR-CREDIT: 33 � (� .� TOTAL ADDITIONAL SF: 2SO UPPER LEVEL EXISTING SQUARE FEET � � � � 3 � � O 1!4"=1'-0" � � UPPER LEVEL PROPOSED SQUARE F�ET � Q 4 1/4°���-0° � = U 0 � � � > _ � � � � VML HALL VML HALL C� PROPOSED 5 SF -- —-1 _ � / � Revisions: . � PERMIT SUBMITTAL 2.16.10 � 0 � PERMIT . � Q RESUBMITTAL 3.23.10 0 '� � � v U 0 0 � � `v / v- / � � � 0 c�i Q _� . N . . . . . . . . . ��. �. . � . . . � � . � . . .. � . � � . . . . . . . .. . . . . �. . . . . . . . . . � . . . . . . . . . U o E-Trans ' o .��C.Q oCo.� -U a � 9 � ,� NYD -SAK � � � C-305761 � .-. L . � � � . . . . � . . � . . ��� � �'fi',��,�� � . N 4T���� 'Z3 O � Drawing Title: . X . . . . . . . . . . = DRB Square � _ _ p _ Foot � PROPOSE� !� �alculations � 15 SF � � � a � 0 Date: 16 February 2010 � � X a� � Q Project No: 0701 -� � a i- � . .. .._ . � . PROPOSED 111 SF o Drawn by: CCC,RAL,MAF w � e Q o Checked by: JESS;MAF � � � � C�2010 mosaic architects 0 .�. 0 . N � � . � � � . - .. . . Sheet: . . - N. � � � . � . . . . . . . . � . . � � � . � a 2, 4� � $, � ���� MAIN LEVEL PROPOSED SQUARE FEET MAIN LEVEL EXISTING SQUARE FEET 0 2 1/4��_��-0,� � ' ,�4�=r-a� /4" = 1'-o° . � � a� 3 �. � p ',�' . ,� � �1 ' ;�y,`. `� �' � � � mosa � c architects architecture, planning, green consulting, � interior design �t J J/`l 5 Gi 6 7 B 829'�PearlOSt eee 2 Boutder.CO 80302 A6.0 INFILL EXISTING p:303.247.1100 OPENING TQ f:303.247.1101 I I I MATCH 1 HR FIRE I I I I I.UBIN I GRAND RATED WAL� GRAND UNIT UNR ANNEX ANNEX � 301 12�90 SuttGenStreet�,SOuite 201 r-+ _ NEW ELEGTIGAL � � - G San Francisco, CA 94109 V I PANEL PER MEP � 3 ( � � � ( � I 4 � . P:415.409.6660 (E) 1 HR FIRE RATED � f:415.449.6624 CORRIDOR ALL TO A6.0 A6.0 A6.1 A6.0 REMAIN (Ej 1 HR IRE RATED WOODTIMBERS CORRIDbRWALLTO ; www.mosaicarchitects.com INFILL EXISTI G OPENING TO � p P3 GLASS WALL& DOOR WO D P3 REMAINI info@mosaicarchitects.com MATCH 1 HR�FIRE RATED WALL STONE TILE SHELVES SHEL'�ES 6'- 10° � ( WA L J ND S O &ROD �' HEAD,PER S EC 107 A ;_ , __ ___ _._ - -- _ --. !__ , f ; �-- i-°�- � �_ , __ _ CUBBIES/; OAT.HOOKS _ _ 3'-O 1/2"E.. PROVIDE SHAMPOO ; , _ _ - - ' ' '- - - - - -- �-- - - - - U , _ � - _ _ ; - :_ _- � --- -...,� S_ _RAGE_-.'_ ._ _�__-, =a�:a� ��-— --. ; ; , .� W - ; � c., � - : ; , � , ,c�y (- ;---� INUD RaQ�IIt ;-- Kt��j HEN��Tt3 � �,,. NICHE ABO�}/E BENCH z __ _ �_ : ` __ , �.;..' -- -'---- ' � _:_ _':o�- ,.__ ___ - - --�- BUSINES$CE ' -- ' � 2 m : __. � -- -- ELECT L GLOSE STEAM SHO ER UNIT __ �- '- --103 C_ � _�"? _._..__' :._- � --�5� --'-10 �A �- -�----� - , --- 1-T RESHOLQ, - - - - ` -�__ -- '1"' VML RICA T a��- - LOCATED 1 ATTIC ABOVE ' :_._ -- �` __� ! � ; � �_ET - -- ' --' -.. '' __ ;�. i_—'; - P .�_- -- -- '. _ I _ _ , `n , ` ' . U ' r , -- -- �W�-;-- -_ _ (E) l HR FIRE RATED ; ; . ' ` N BATH �P-2 �-8 '--�-- 1'-9 112' � a , __STOME-T tE �� ' � _ . '__°°_:o -_ � -6 318 <�- - ' - ^ -y - ` ' 20'-10 5/$°- - � - � ---- � � WALL TO REMAI N � _ C , _ Q HQSaKS � ; �.,� � , ,- , ; T TEMPERED LASS � -'- . - - -, � �.. o (E)STL. - -'-- �--- ;- -_ '- __WOOD STAI S 1'-0 314 ---� 1'-0 3/4 -T-�- -�--- �7 .BA H_�'_ , ' COL TO I � ; BY AREN WITH�- - ; ( P2 ( WALL&DOOR �__._y .__� � -- -- ____ _ : �. �-.���cTi in. - _��-_-HIDDEN STE�-k-� , , ; : '2'-7�7/8"- -2,� - � � W � � �» � � . '�"' — — � —. — ---i- --'_.._..' .--'�f�� ----_t_.._, �'� _ ..... �.; _ -;._=a'ICVN-r--rr-e-�.. . ..�.. ------ -->.. � - � � - _ _ �__ -.i.-..— — — • . � . � � . .,. : -- -- � ( ! {♦n•' V � ! � ' - ' _ - : ; � -; -,--___ . __,__.' _. ��_3� � ' 3'-0�� _.--GUARDRAI , ---�.-�- BANQUET � / - ` -- - - - - ---- - - -- k - I - - � ( , NETiCE ; HIRLPOO , . � - I I . � -� � , , SEE ENLAR D � - 6'-4° MAX R`W =s:: =: ,- �----- ' , ' t ' ---- --;. .--._ - '- 1 -3 3/4 �1 -8 1/8"� � _-- - -,-T� - - - - � --�- -- -- - --- -..- - - - - W � T B T _� _, , "' i PLAN ; , , ., - , , i � t , -, � ---- ---E-_S-TI�-GOL.� � �� � � � � � � t ' ( }, _- -�----- -- - - -- -- - � � � --- -_-- --- -- -. _ _ - --\ --_-_ /!_ -� ---- ; , , �, � _ , � � : r _ , rn i - � : ART : 4 4 1 2' � i ' -,---____-�__ . _.__ __ _ _---- _ _ _ _� __.- --------- ,_ � MAI N_�W_A _W 2 -- _- � ; . , , � � � , � ! . ii�. , v_._ �2� ,R - - - - - - - - -- - - -- � - -3 5J8" = i i NIGHE - - �� I I � �- � � Z � ; ; , , ,.r� -_ �- ; � ; � _ � ___ �LAYERS TYPE X GYP. � ` -- _ i-- �. . � Q� _�_ ___'.- - -- c� - -�=/. __ t, -- - -- __-- -- . - -- - --- - -- - - - - -- - — LUGGAGE SHELF _. ,.: , : ; ; x � , � ' I : � o ` Q : - _, _ - � = - = --- --- __.i; :__ _ ._ �.- �_ _' � ��� ' UNIT3D1 4 Q _ � ; ER ; �.�� .�._ ,OPE��� ; �i • ; __; KFTCHEN , _ _ -�- , __. - - - - �_ _ _ __ � � � c�? ; � ; � � , O i j ! KITCHEN F- 0 ; f 103 A . , _ . . THRESI OLD TYP. . .. _.--. - � ----r'�-- �-!-,-A&f3�SE '--a,- _--- --____ ___ __,_- - _ -- - -- - __ � __� ---- -- - - -- - - - - N . , , i� , � , i , �. Z . , , ; _ � - � � , , ; , _ . __ , _ _ �__ _ _ z i, A i , � � . � -� -- �- : _ �_ __ --' --- --_- --_ __.._ . _-- - - ,_ _-- - -- - __ _._ __ �_ __;__ � I _, ,-. . . _ , . � U �, c� t ; / � i t � - - - - -- � -- - - - - � _ , _ '. , � , , ! ; ; � ( �07 '� U �- . � _ r E- . � , 30"DUAL � �,. - -� -. -- ___.i_.___ _ _�!.: � ._,__ ,. __ _ : - --FUEL RAN E--- � �. _.... i_ .- ,- - _ _ � - � LIGHTING IN ( . , _ . -,-11 �4 � � � �. �- �i,j� STf3N�1'ILE - j, - � , ; � ' ' � - , ; i � �- CLOSET m . �--- --- i-� "-' '-�--� -/- ----__.__.i:�._, _ _____ ---- �--..__- --- - - __ I _ _ �� M. BEDROaII� ; �� - ; ; �t ; ; _ �, I . --- � ; � � � ,. i � a. ' ` _ , , _ _ g � �_ � _�_ _ ------- ---- -�-- _ __ ,_---- --- -,-- � --- . _� '---_ _ _ -- - > _, � ' :� I o . _ � ; � � �. , A W . ' . i ;-- � �, I �' �� �j O � . c� � F- 10/� . : , _ . � _� :__- --- -� ---- - - ---.-- - - - - -- - -- - I � - � - -- � � ... ^�, -. :�. � --� i �- -� -�' � C0; � — f ; . � ' , , J � � ' �� ` , � . ' � _ T ; _... � . ; � � � i 4 ' E- .�1JBE- -If ' --._ � ._ .i--_i-- I '_-1:- - �--� � � �`�, ° o� ,- -_-_.._ 4 � Q A6.1 � �„ . . ` ' � _,GCbL.,TQ-�- �-� --- '�-- 1; --�- �--�''' ,___ A6.4_;_ REF o _ �.._____ '__ � z � 7 ' T ; t i t ; t� + ( �� � � � ( , .� ,; ( A6. � � . - T+40"DRESSER - o ,_ �REM_�IN--i- � -4 ---' ,�_!_ i_,,t--� --�-�__--_� DRWRS� ✓ I '- � ' -- BOOK&DVDSHELV S - ^ ' - --- -- i� �i i� i i ii ��__ ��_ - - __ "r'� — — — — — — � - � . _ -t.__-_ _ _-:J_�_l i— L -1T � -----____ — ---- - _ _ - _ -- - . _ _-- _ �� _ r L.� . +48"HEADBOARD ^� �-��_ . _ �.�:r___. ..,__�_,_ _ �.�_-STONE VENEER�..-_±.-- --�-� � --,.__.._..--,-,- � � � .�- -- - - --- - � --_ . ..- -- - -- --- - � . _ . E , -?- ---- �- = -- --- -- --- - - - -- - , , , ; , . :_ , '-_ :._,-;_ , �EA.SIDE OF WALL._-- ._--. _'__T :--T - --- _ , - -'--__'__,,-�_ _1Q8 _ _ _ -� -- -- --- n __-- -- - - - LUBIN RESIDE CE UNIT � - ; WOCOU=WAINSCOT ` ,; �: . _ �-3 5/8';2'-5 1/4° �--- �--. -- : ----i_ ;--._-_-_ -Q 5!8°� m_ _.__. . i___� �___---. ___:__--5'-1 1/2"_--._ __11 7/8" :-_ �__..__ __ .___!___ _���� ��✓� � --�-.._ _._ _ . A6 3 P2 ; _- - � - --- � �:� . , , , ' -- ---- -- ,C--- --- - - --- = �---- � - - -- -- -�- -- -- -- - - - _ � � _ - - - -- ----- -- --- - - — - ---- -- -- -___ ,. „ " " 3'-0 7/8' � � �, r- i r , r_ ' � .� ; � ; ; _3 ' __� 13 -10 1 4 , � � 8 3/8 ; � --- --- - -_- - - _ _ __ __ _ RIDGE LINE ABOVE � _ ., �,. , ..� � QUEIT RO K& .: _- ---�--=- �- -�-- ----- ;---- ;---- -=-- RAP E STEEL COLUMN W 2- -- -- ; ' - _;r� - - - - -- - - - _ �_ �__ ; , ; ( } / , i '.. ' � A6.3 ._ � i ' ' ', � . - . •� . � - � � � � �, � - —.. . -------1---._ .�_..-�-__� .. - � � � - I� ---— --__ . .._ . .__ _ __ ...._ . . . � . . . . . '_. -` � .. i' ' .. t , `v SO-UN , SULATION, , ; --- �---- ;_.- -;- YERS TYPE X GYP BD.AND-- --- � --_� _ _ I, --- - -=�__ DORMER AB�VE _ � ` i __ . � ! __ _ � i. _� .N 1NS LATit?N' � ---; =- _--- =----� _. ----_._ LAD W WtaOD : �__- --;._ � ; ; i ; �-- -- -� - �- . _ � -- - - T-� � Q - - -- - -- - ' ' ' ,� � i < � � � ° � _'STON VENEER TYP. � G I�I , __,_ , ! QUEIT ROCK GWB � . . EHIDE FIR_E BOX.@ � � -- - - .. _ __ - -- , _ -- �-- i � 7_. ___, _. _ � -- - - - - -- - _�- - � _ �.__ - T _ . � ,. . ; ' ; ; ; ,_ _ � _ , . i , LibCiNG RO.OM` �-- �--_.. __ _ _,-- - � =--�- ---- - - _ ! --- - �_ .- - � - �--- �� - _-- -- - - �_ __ - ___ ___ P2 '. �. << I. ' iI � � � � � ; - - - - - , - i� - �i � � � ; ; j i i ; �� � � i ��. , R@VIS1011S: I NSU�LATION ON ' -- �-� --- - -- - -- - --..�-----I_ --__ _- _ -----=-.___- --I---�- --- - � -- .T___ 4_ _ ----- �----_ � ' !___ � ._F_ - ----) __ - - . = . FREESTANDIN,G GAS ,.... . i ; I A6.1i I i r �`� � � ' • ALL PARTY WALLS - /, .. � ; __ f ` ; �, I� , ;R6 3; f . . . . , ,. . I ' .I . , ______ o . � � ... -____..-.__!___._ .. _� _:_. .._:___, ._ ___._ � .�__. L._ � �__.___ .—___.. �.___.... _._ __.. . . . � APPLIANG�.FIREPLA E- =----- _ --�- -- ; --;- --- - -- -u- )45 MIN. FIRE RATEQ AUTOMATIC POCKEf- G 02.08.10 ,i , ;;_: ' � ; ; �I CLIENT MT ( N ON RECESSED A , ,- .,- .. , BY EURO FtUES _ . i i --.-.- , , .; ---- !_____� _; .__------,-.- C30R LINKEQ TO FIRE ALARM/SPRINKLER SYSTEM ;-:--I,--- � --'-- ` ' _. -- ---- -- --. , .- i- ; _ , , ,�i, . , � ;_; j , TV ABOVE FP ; i ; . ; �, ; ; � STONE TILE THRESHOLD; . . � . ,�._ , -_---- - - _ ;----__ _:_ _-__ _.,---P US CUST(�M POCKEf BARN DOOR. RE.A6.3_. , --__ �-_ _ _ PROVIDE BLOCKIN & , , . i I�� .i _,� � k� , � ._-- - -_ __ _ __- - _ - - _ , , ; , I L . . � NON-CO�u1BUSTIBLE TCONE" '� �. �ti` �, - , !,� � ; ; ; ' '� ' ' ; I� ; � � PERMIT RES BIM TCA 03 2310 NICHE � u . � C� I � � i __..___� - 4_____- ----_T ---__ -1. -- -- _ -- - - -- ---- - - ----- -- - - - -- i - T -- --,- - -- , 2 I i i � ,, MASONRY CLASS A .� � , { �� � _ _'! 2 , ; � � T � ; , , . --- :- �- : _ , , - -- -- --- --- -- -- -- �-- --- - --�-- ---- - ----- -- ..--- __-- - --- - A6.1 ,= t BEHIND'FI EP.LACE i ' �r� ' � -FTI�E}�LR�E:Wj GAS C�G SEI` , ,_ � A6.1 ELECTRIC BASEBOA D �. ; .i i ; � ;, , - '- � i i �- --- --- - - -- - - _ - - - -- - - --- --- - -...- -- - i . , , �i __--' -- --- -- ' ------ ___ x HEATER PER MEP D GS , ; 104 B . ,. �ii . ' ; , _, . 1 -! - w � � ' - - = =- - - -- - - --- --- -- -- � ,i . L COL.TO REMAIN , j-- ' i _ _ ,{E)ST D -- - - - --- - -- - -_ - �-- - - __ - - _ - - - -- , -- ---. -LL- - - - - , _ _ , �- , ; . _ _ � � . < D � ,_ , �_; ., : x _ _ __- _ _ __ � . , , ; o : , � _ __-- ----- __- --- °, . .� . _ --, STONE HEARTH, , --.__ ` _,_' STf3�fE FtLE_ _ _� ,; -- ' ___ _ __ W , ! __ . , , , , � -- _ z I , : EXISTING DECK: f ; �-!- -�-FLUSH WITH TILE ;--... - -�� -- -._.,_ -- --� � --i_ '�--- ' --, ' � ` FURR OUT WALL - --- ; ---___ ___� _;- A -;-- -_- ----- � , � , , ' (,N)STONETILE _ ._ _ . __ � `- V1/1 , ; ; ; �_ , �---FLOOR _ ____ , --1__ _-- ,_-- _�__ � �___. _ ___.__�_____1_�__ : ;___ __ _ . ;__ ABOVEF(aR ; ___`_ =- _ �_ ,-__�__ . � __.,._ I.___.__ I � ; � , , i i BBQ -. BA�KPtASH__ . _ _ , , � I ; fi0� -- - - - - --- - - - - - - - � W � � � � -'--�-- . - - - - C�tA�t- ; --- �--- =r - � - - - - - •---,-- --__ _: '---_ �-- �, '._- -'- � A. r - � � ; STON ; a v : rn � WOOD TIMBERS_ !__. _._.= v__.__�C� ___ -�-- --; - T - - - - � SHADE& (E) , __ --- � � ; � ; , ; i � (E)STL.COL� RELOCATE(E) BBQ ;UNIT 3O� DECK ; � - -V112 _-,- :- - ' �--�- ---�� ' --:- � . . . . n n ' . .' �� ' ' _.�' ._^�--=' ' � i ' . .�__�._. .__-----� H_.__,_._- ' _ .__, _.L.._ _.._..` . . � . � �. BEAM ON D < � .; ' ' ;__ ___i__ : : _i � _ _t ; ; � � ___. --- -- _ E-Transmissions: � � _, -- -.- �.-^ -- _ ( RVEQUIPMENTCABINET; � , , X ; -1'C.�REMAiN W� ; , ASSHOWN I . GR I D l € i ; ; ;- � -; ; _ _ __::-- -- - -` ,-_' --r -�---- ---�-- -- __--- - --- -- ___-- =--- - -- -- -- -- -__._ _ . l O l _ _- -- - � . ; � , _,__ � � ~w ___ -- � - - .-- ------ -------------- - -------- . . . :�. .,_ _'_.___ ..___-.__L. _____ ._..____ _.__.. ��_..._____. . . , , . . . . i . . . . .. . . � . - .. � ; ' _ , . �__________� � . . . . . . . � .. - - - �13'-7"- ' , B �� � _ - - - - - - � � � � � � , , ; � ; � , _ , � i �� '---- ---'- ---��-- ��- -- ___,_._. ._._ __ .._ • � � � �� � � �� � i �� � � ` � � ��; � � -�-, �� � � , ---- � ' � �, ____ ; , � ! , , �� � � � � � � P�CKEf SGREEN ; __ �� �� _- �� ----- -_- ----- - �� - __ -_-_ --- -.-._ _ __ �_ � ` _ -.. _ - -�_ - __-- - - �CQ � � � � � ,� ; , , ,GAS HOOKUPS FOR EXTRIO , � ; i ; ; ` ; _ ` OF �� ; � z �. 6 � - — _�--,�_ _-_ -�-&�IVING FIREPLACES-, -;- �!_!_!_�_�,.,____ , l PATCH (E}STONE _ ._ - __ _---- i z ; ; TILE AS REQUIRED ;_-. -- � .! - 'p`9 _ ' ; .``i -E =-___-_— �__ _ ___, � :�T-- ---20�-0 3[4 --,_ -�� ;_-' - - - - - GASAPPLIANCE , - __.-_ _ ,_- __.. --._. - - - ---- -_ _ � ! , . , � � : � � FIREPLACE ___�-{E-1-STL-��1BE-T�3IREMAEN-�--- �--, ----- - ; --I �� �.G.... _ _ -;--- --�--�-- � . __y. _ _ ----- ` =- =--. - � - _ -_I -- r , ; N � : �OLARIUM � � � _ � -! --__ ,__:_ �-- --�-- -- �------- - � � -___ -__ __;-- _-- - -- _ - - -- -_ - -- -- - _.- - -- - � NY R-SAK � , � _ � � , , � A i ` � �1 --}�- - - '- - - t',. - - � , , - - - � i i ' ' � _ > __ _ ,- _ - _.__- -__�_.. -, ` 5761 ; ; - -, � � - � �! ,� ` ' � -�-- ' --- -!-- _-�— ' _ , �. __ _ d�*,. _-, T-i - _--REPLACE(E) UNIT301 RAILING WI NEW-. -- .- C� � � ____ -�- - - -- -- - �- -- �-- -�--r-r:---------:--- --r ;i----- - - A C-30 _ � _ , ,� �° _ 42"HEIGHT GUARDRAIL.MATCH VML __' �-_- __..,. , �.°'�"'ro�` � ____,_-- -----_-_. -- ` �°� --- --- - - - ---- _ _ - _ - i (N)STONE TILE OVER EXISTI G NEW 42"NEIGHT GUARDRAIL, ;��.��Q,C��''� CONCRETE SLAB,SLOPE T DRAIN MATCH VML �`�°`�n-�°�"" W/ ELECTRIC SNOWMELT,TILE TO 1 C 10 D __„_ 10 E __ ELECTRiC BASEBOARD MATCH UNIT 301 6'-5 1/2" 5'-9 1/2" 1'-11 1 y ' SLIDI G DOOR HEATER PER MEP DRAWINGS 1 Drawing Title: I �3�4�� 20'-111/4„ 5 FLCJC}R PLAN I 3'-113/8" 7'-0" NEWIRON pUARDRAIL.T P. 3'�101/4�� A6.4 � MA�N LEV EL 3 A6.0 4 5 5A 5B 6 7 2 � � 4 A6.Q LEGEND General Ploor Plan Noter. Date: �3.23.1� A6A A6.1 A6.0 1.All dimensions to face of stud ar structural strata,U.O.N. 2.All drywall to 5/8"thick GWB at walls and 1/2"thick Anti-Sag GWB at ceilings,U.O.N. Q EXISTING WALL TO REMAIN 3.All interior walls are 3 5!8 metal studs at 16"o.c.,U.O.N. ProjeC�'No: 0701 4.All exterior wood framed walls are 6"metal studs at 16°o.c.,U.Ci.N. 5.All doors to be centered in opening or located 5"from)amb,U.O.N. Q NEW 3 5/8"MTL.STUD,U.N.(�. 6.Do not scale from drawings under any circumstances. Drqwn by Ce, RL, MF 7.See Interior Finish Schedule for all flooring pattems. � NEW b"MTL STUD,U.N.('�. Checked by: JESS NORTH C�2009 mosaic architects � MAW LEVEL (VML=LEVEL196) 1/4" = 1'-Q° Sheet: • � � �� ' ' - � • mosa �c architects architecfiure, planning, green consulting, interior design Boulder�ffice 1829 Peari Street Boulder.CO 80302 p:303.247.1100 f:303.247.11 Q l San Francisco Office 129Q Sutter Street,5uite 201 San Francisco.CA 94109 p:415.409.G660 5 5�'1 5� 6 f:415.449.6624 3 1 1 4 A6.0 A6.0 A6.1 A6.0 www.mosaicarchitects.com 5'-t 5/$" 7'-7 5/8° 8'-2" infoC�mosaicarchitects.com im (E) 1 HR FIRE RATED 2 VML HALL A6.4 CORRIDOR WALLT � A6.0 SKYLIGHTS ABOV W/ REMAIN � � � AUTO SHADE �( ^'�__,,,_ ,,,__ THRESHOLD, � ' TEMPERED WOOD STAI RS, R�• n'P. 11 1/2" FRAMELESS GLASS P3 I� - - P3 W/HINGE PANEL ENLARGED PLAN� � _ 11'-2 1/2" , 200 A 4'-0" 5'-9 5/8" /�, � � � — — — _ � — _ — — — _- , — — — — — _ F �-L-� W � � �r� o � i 7'-41/2" _ ';,' ; . -;: ., .� � �: C� � � V TEMPERED GLASS i EL� '" DG30R '_ U � w W � WALL&DOOR 1 i `-� P2 O (� N E ' 1(2" - , ' 1 W� � � —� � � � � P1A c.� , {E) 1 HR fl E R,�TED EXISTING VML CLOSET � I?� � ( � ' I' , K�L�'�,' �o i2 ■ � Z � L WALL TO EMAIN TUB/SHO ER 5 B I "v= �o o, i � �, � ' • ".�• _ TILE - FUL HEIGHT WALL NICHE g (� i �''� ' � 2• O � � W/ STONESHELVES Q � �, � � � I I � -� � O � ' i C� C� o, � '�'CAR�'ET a•- � ^ Z � i �„ �z � � i , _ ,Q TEM ERED GLASS Q . i W z o I .� - ' I•- {- � N � _� _ WAL & DOOR � U P2 `n 36 IG� , ,i-, '� -- � � � •-- ` SHA POO NICHE � � P1A 4'-8 3/4" � i �� R IL ,.�.�;_ • : � . c� --� " z ATTIG ^ - e -. 200 C�. � _' -- ``� IN S OWER W � � 4 � 3' 0" ._ ,. , _ p - � � � , -� ' 00 E 1 R F1RE RATED 4 A6.9 � ST(�NE - '��I., �. ._�, I' z ^_3 3 :__ WAL TO REMAlN A6.1 � � ; - -- - - _ -- _ - _ - � i �,� 'e� 11", ' � _� '• •'��. z Y2 4 �- ; 2 , , . 4 � � ��: : : �`T � 6"SUT - - - B�P1C — — — — �1� , , , .. � � �� , ` ` � , ;; ;- 7 /8" =� = - ST E T E TNRE HOLD,TYP. �xi �� E CJ . �- � - --- - - - `� - . - - �- - . .- .- - - - - � _ '�• W2_- _. - _, . ,BED'T�� . , - ' i -�-,� - " .(N) CUSTOM' 202 A. - - _ (N) GUSTC}M - - _ '2C3� _ - >- y- , - - - BUfLT-(NS - - - - -1 -ff)�L:T178 C• �: , . , - 'i -, ,- _ ' • BUILT-INS� - , - • - - ' � ' s -' , - ` - I i - TG3 RElvl�l _ ��4, . . '� - - - _ - ' - - � - � QUIET ROCK&SdUND � _ - - -- _i ' ' " ,-' : •"'_ }� _ `, _ '' _ , . j - - - - - • • -• - '� ,- - _ . INSULATI N , , . . , _ , , ` .R�7C3F`IYaTES ` , '`!' - , -. . _ _ _ - C�IRPET - - - i - - - �D, 2 _ I�,_ — ,- O @ PARTY LS ; . _ � _ . . _ , - - .: _ , _:_ , �,- RE A4.Q � - - - - �• ' • - , . • " - - . . - �� - -- ----_ --- _ - \ . SO x ' ' r , . _ ; _. I � , 7/8 WAL � - - - - - - 'Z�03 ' � i ��3 �9 ^_ _ _ _ ..,_ BUNKBEDABOVE� _ . � _ , , --- --- _, , -�2�03'- - � �� . � , , i - - - 0 . , � � c*� <_ '-- - - - - - ' • - - - , , , .� � _,_ , , .�� � , - - - - � , � ' FF T AB VE `�EJ ROG7�TO - -1 1/$" �� _ -,(N)��TL:1' BE CCdL:R�R• .�THf�ESH` LD; � - , i� - '�ARPEF: ,_ i i i i' _. _ � � , � , , .. . � :REMA1 N � ���-• ��SfRI,ICTU �E-.1�1?V�� .� i,GYP.' • - � -. ,- i "r� -, ' ,- i � �-r-� � ,.� �. , � -� A6.3 Revisions: � � E W/1 HR. - -, •- - . • � • - • - . i i DRESSER DRESSER � . -•"� i - - - - - -': -' .' ' - ..i . ` � � . ,i t- _ � _ , a DRB REVISION 02.0.5.10 s.�._ . _ ' _ • _ �� ' " � .F . . _ •i �-,_ . , � , � �_ ,_ . � �-�.� }� "• _ �•i.AR7'NIC,_ES�� i � , , •' _ ,i �_ ; 48"H A BOAR C BBIES ,�•i �•. � ,; i E ISTING UNIT 301 GUEST BEDROOM CLIENT MTG 02.08.10 - MAINTAIN 2" �� _ i , _ _ . . . ;t , . ,- � i,, - i � - •� i: , -i i - , •- i i�-'^- - fE ,' E ` ,�r P` PERMIT SUBMITI'AL 02.16.10 2 �ti�.: �'� 'i �. - • i ' : • - i 4,,- •, , 'i i - � - -i i ;- _ i i� _ i i- � � .,:`:��` ` ,�. - ` • �[ .�. - - i - - .� �-� _•i i_ . _i i _ _ i t , _ "j' 2 � PERMITRESllBMITfAl03.23.10 A6.1 � , 1.�� �� ��_� .i ", -, ` -,�. • ; i • -, ��- � _ � i � '.i, � -. '� i ; �. . " � i -. - . i r' �- ,i i -��' .,I- A6.'I ( STRUCTURE DW S � , ` ��t` ► - _�' • � .. _i ; -�� , i� a - � ' �i i . - �- �i i:. .-'" t i i � _ - 'i i . :�� _ i p - - - - - - - '`-' E : =. -----r -��.�� _-_ ' -�=----=�-�_�,_•_�,_� ` , -�,.�- -- --� _ ,--- Q � - -, , - -�—=�.i, = - TO 1'v�.I�I_. : � l -� - _ +-a- . • �-i-r:-- -�`-� ---r-t,-_ -_ -_t STORAGE.SHEL ING& a� :. - 2'-41/2'"�.iL. ,'3; - _ i � � ' � ' ; �_.-. - •=i14'-81/4"i r , - � i ,- � i• DRAWERS BELO f -, � ' ,�- , - � -Z ' �'- - . _ -.' _ -i i : . • -i i , ..- , i i �_.- . -, i � �.i :�� A • , , t ' .. - -�. .-"i ,i : _ � i,',_ . _ . 'i i • , i � -; , i ' ' - `,i E ISTING UNR 301 GUEST DECK C — — — — — — — — �`- _ ,- ' - 1 = - . � ,; " . , i i _ _ i i., • =' �;i ; _ _ i r_ _ , w� _ _ _ � i � � i i � �rt � l�- - . • � :� . _ - • -. � ,� • - - i E •- - i i • _ •_•i i - - - N S�L:,T BEa. MASTER BEDROOM DECK BELOW � i _ ', '1 . - . -�� . ( � .. " � - •- �i. • •i h . , � -,, i i� ` � .� ! - . - ��4�PER -� TV ON RECESSED ARM,PROVIDE � �- LID NG QOCJR���-�=--=;-- =-- i.- ..�:�1�1DIM�DOD�Ra i. " � ,i �UCTEI_�E'-��� .. — �,.^-- - �-= _ _=r - ;- r-,--- �,- - - -_- -- ._t BLOC ING AND NICHE ransm�s ns RO(3F OF FlREPLACE BELOW --i►- - -� , � � ' ?� •- ` �, � B — — — — — — - - _- - - - _ � _ _ _ E-T sio . � � B m 20 W1 ELECT IC BASEBOARQ ��4� CO`�� SLOPE MTL.ROOF 1/4"/Ff HEATE PER MEP DWGS Q 9 @ EXTERIOR FIREPLACE 1'-7 1/8" ,/ O A — — _ — R���,�nRf�-M E��€-�� — — — � - — — � _ ; _ _ /� � SNY ER-SAK � PER MEP DWGS ,/ � n C",,,� C-305761 � LAMINATED SLO ED GLAZING PER �:�'����"�F � �` ,>. '�' MANUFACTURER RE.SPECS NEW IRON GUARDRAIL ������. � I I I TO MATCH VML.TYP. I 2 MIN 42"A.F.F. �� Qrawing Title: A6.0 7'-53/4" 4'-115/8° 8'-53/4" 1'-10" 4'-101/2" � FLOQR PLAN 4 5 5A 5B 6 UPPER LEVEL 2 3 1 A6.d A6.0 AX 0 � 4 A6.1 A6A LE .�iEND General Flaor Plan Notes: 1.All dimensions to face of sfud or s�tructural strata,U.O.N. 2.All drywall to 5/8"thick GWB at walis and 1/2"thick Anti-5ag GWB at ceilings, U.O.N. Date` �3.23.1� ' Q EXISTING WALL TO REMAIN 3.All interior walls are 3 5/8 metal studs at 16"o.c.,U,O.N. � 4.All e�cterior wood framed walls are b"metai studs at 16"o.c.,U.O.N. 5.All doars to be centered in opening or located 5"firom jamb,U.O.N. Project No• Q701 � NEW 3 51$"MTL.STUQ,U.N.O. b.Do not scale from drawtngs under any circumstances. ' 7.See In#eriar Pinish Schedule for all flooring pattems. Q NEW 6"MTL STUD,U.N.�. Drawn by: CC, RL, MF Checked by: JESS NORTH � UPPER LEVEL (VML=LEVEL207) C�2004 mosaic architech � 1/4" = 1'-0" Sheet: • � � 'a�' ' � � • mosa � c architects architecture, planning, green consulting, interior design Boulder Office 1829 Pearl Street Boulder.C0 80302 p:303.247.1100 f:303.247.1101 San Francisco 4ffice 1290 Sutter Street,Suite 201 San Francisco,CA 94109 � � � 4 p:415.409.6660 A6A A6.0 A6.1 A6A f:415.449.6b24 I � � f � . I � I I ( � www.mosaicarchitects.com info@mosaicarchitects.com _ � � , , _ , - A�:� - I r � � , �, � r . , � � , � � � � � _�. ,�_ ,� _ ��� �� - � - - - r .� � . �� , _ _ - - - � � -- - ; . , , . . . .t i _ ' ' '_ ' 'j� _ ' 1 " ' � . . . . . � . � . . . ��,.. � R ' � �t( i `� � i I� ,- � . . . . . � . � I I W - r _ � � _ :!, . - � I , � � , � � ; ' EX1STiNG RIbGE _ �Z _ ( ) RID E W __. , __ � _._� � , ; ` ', ' �. � . , � J � ��----.�-___ �-�.__ - - - - - - - - - - - - - - - - - - . a _ � - _-� � ' - � W - - - - - - - - - - - - - - - - - - - �-- - - - - - - W . :� 1 ! I�- , -�- � :�� . � -�� . . . . . . ,. • . . :' �� - . . . . � -a_ .- - - _ :..._ .-,' ' _ .�. - . � . . . � t � _ _ �_ _ _ _ _._ _ _ _ ._ _ ' _ _ _ _ _ _ �_ _ _ _ _ _ ' ... . . � . . ._ . .v : . -� � . . . � i�..� f . 1 ., i. " _ _ . . � , I ;1 � i , , o C , ' Q � � �, ` r' ' _� � � �_ ' � � 0 , N W S LIG T B EN EXISTING SKYLIGHTS � Z � � � t ' 'a ° � � -' ' ' , �A ` ' � E ISTIN J I S,VIF C. I I O , , � _ � ' �_ ' � I' �� ^(N) CbNCR E RbC7� , w, ; I FIELD W/ T UCTU L ( � ' � 0 � ; � ' , � ; , , � , � 1 ' � ��� � ! ' ..TItE T(Q MAT �H EXISTJI�G ' � Z_ �i ,d � � � Q Z U �_ � - � , , � �� - , '@ LOtNER R C?F RE - � ( E ISTIN MTL. C?OF / / � � � � � � � � -- _- � - ' � _ SPECS: _ � ( � ( I � = , , , , ; — i - ' ` - ' -EXlSTI�G ��;� , �;��I�W� � � � %f � � ( � � � � � � � �� s � ,_ _ ! _ _ � . _ .s �_, ,._ _ . x � - ' � � p � � � W � �j' ' { _ " ', ,•;- , ` � 114 A 114 B ( )SHE D R ER. � I I I /'''�/ L � i J � � � �_� � � � i_.J 1 � '. �� ( ATCH E) O F � � ( I � LZ '�C , �I � , ''� z - - I ATERI L � X I ( � I I�L `i' ' 4 � i E , -� ! � f Rl "� I ( ' 4 k � _ � - — A6.1 � A6.1 � , r � , - , � ' - � _ __� � R1 � � � � — �� t' _ , , - , � ( � c� � � � � � � � � ' �� � ,`DAS{�E�}LINE ,���� ��� tN)GA�LE C3C.)[�MER-@ -'�� � z I � � � � � � � � � ` � - �� �F l��IIT B�COW ; !v{AS7`ER BEDI2C70M` ��` �� � � { I � � - - - ` , '_� =I 712 I I ' � I � � -Y _ � , � I I DAS ED LI E OF NIT B LC)W ; _ � �.i ; � i5� i I � � , : - � ',� - _ v�si s , , � _: ,_ �_ 4 12 : . _ _ ' , . � � , , , - � G°�( � (t�R C PPE 7 I i Re on � �;'` �' � �i ��� C IC ETS ( � � : ~ � �� � - r I I GRA D A fJEX R MUD L CLIENT MTG d2.08.10 ' PERMITSUBMITfAL 02.16.10 � � PERMIT RESUBMITfAL 03.23.10 ,-,� � r � (N}C IMNE ,PRO IDE � I I f SG PE OF f�RK � '; ;: I � - COP R C P TO ATC (E � ( � ' � 0 � I 1 � � 2 - ii ,_ � ( � 2 A6.1 I ( 7:12 . 2 I � ( ( f I ' I A6.1 1 ' _ NE CEE L CK ETAL ROO BY I I D - - - - - - - - - - - BE RIDG QM TCH XfSTIN , RE: PECS � � ' — - - - - - - - - - - � � r _ (R1.MrL:!1��Z��i�`ATI� S-�-- ;—�r--�--,— I � � I � � � I - � „ �+ E-Transmissions: C�Q�7RIvlER -7 4--� ,--- — -- t,r � __� � � � i _ t�R INAN E 18,SEE ST UCTURAL E GINE R'S .. � -�{?E-K BELQW- �-r- ' , _, ,__i_ � . '_-- �__�_ � !- -'� DR WiN EXISTING UNIT301 GUEST DECK F (;� �___ � � — ' #�EW�IREPL-ACE) , � � ____--,--�-�-- ' R Q.�� 9qQ B€-0�-�—-,—�-- -'- -----,--� �-+ �.. F --�-� � q O _ _ __ -- _ - - � YDER•SAK � L .�.����� �...� �.� r C-305761 �. (N) MTL.GUTfER TO � MATCH EXISTWG I / � � I {N)MTL.DOWNSPOU EXISTING UNIT 301 DECK BELOW ��j� ��� _ ( � � * (N)MTL.DOWNSPOU 7n TiF iNTt�Fxi A ,�� � �",� ��l..l,�A��"�:' TO TIE INTO EXISTING, I ,/ ' MTL.TO MATCH MTL.TO MATCH � EXISTING General Roof Plan Notes: Drawing Title' 1.Typiccl Roof Construction: Concrete roof tile/Metal roof panel aver � ( � � � (N)MTL.GUTTER TU I undedayment per specs.w!ice and water shieid at perimeter,eaves. ROD F P LAN NEW LAMINATED � ������i��i� ����„�,���,��,�,����J MATCH EXISTING valleys,abutting walis,and intersecting walls over roof sheathing per SLOPED GLAZING structuraL 2.Roofing contractor to follow manufacfurer's flashing recommendations 2 at all eaves,valieys,abutting walls,intersecting walls,chimney,vents& 4, NEW SOLARIUM 5 5!'1 1 5L7 6 1 � 7 stacks. A6A A6.0 A8.1 A6.0 3.All flashing to match Vail Mountain Lodge(VML)existing metpl 4.All downspouts to be connected to existing drain system and 2 dawnspouts. 3 axa �ate: as.23.�o A6.0 Project No; 0701 NOTE: FC�R SPRING POINTS,SEE SECTION DRAWINGS Drawn by: CC, RL, MF C?N ARCHITECTURAL SHEETS A6.1 Checked bY: JESS CD 2009 mosaic architects � RO(JF PLAN U 1/4" = 1'-0° Sheet: • EXTENT OF GRAND ANNEX REMQDEL � : �-------------- -� � ;{F� ' � � � � � � � � � � � � � � � � � � � , , , . , i i � i i i � i i � � � ' ' � ' ' i i i i � � , � . , . , i i , , , , . i i i i i i � � 0 � i � ❑ ❑ i i i i ► i i i i f'Yl OS GI I C I I I I I I j I I j I I I I I I I I architects . . , , , , �---- , I , , , t � 1 I I i I I I I I - - - - - - -t-- - - - -�- - - - - - - -t- - - - - - -�- - - - - - - - - - - -t - - - � - - - - - - - - - - - - - - - - - - - - - - — � - - - - - � - - - - - - - - - - - - - - , , , , I I - fi - architecture, I I I I I I �� I I I I I I I I planning, � i ° green consulting, I I � I I l I I - - - - - - - - - - - I y ,.s��. - - - - - - - - - - - - interiordesign i — i - - - - Y- y - y � y y � ` Y i� -- y v y y y Y i - - - — - - - - - - - - - - i I ' y i y — � , y v Boulder Office ( Y y J y ; � y � y � � = 1829 Pearl Street y � � � � - Boutder,CO 80302 �, � ( I � ( � p:303.247.1100 - - - - - - - - - - - - - - - - - - - - - - - - - - - -$-- f:303.247.1101 ������ ��������� � � , �] � � � � � � San Francisco 4ffice � � ui � � � � � �� ��� ��� � a 1290 Sutter Street.Suite 201 � � San Francisco, CA 94109 - - - - - - - I I ! - I - - - I- - - - - - - - - - - - - - - - - - - - -$-- p:415.409.6660 � � � � �0 f:415.449.6624 � � � � �� � � � � a � www.mosaicarchitects.com _ _ _ _ — _ _ _ _ q � infoQmosaicarchitects.com _.- ---- � � ���� � � . � . . . . . _ ' _ ' . _ ' _ _ ' ' ' ' ' ' _ _ ' _ ' _ 6� . . . , I I I I I � j - I - - - - - - - � I I I I I I j I I I I �,,,�,J w - - - - - - -I- - - - -I- - - - -I- - - - - --a- - - - - - -I- - - - - - - - - - - --� - - - -{- - - - - - - - -1- - - - - - - - - - - - -I- - - - - - - - - - - - a-- - - - - I- - - - - - - -�- - - - I- - - - - a - - -( - - - - - - - - - I= - - - - - - - - - - -I- - - - - - �-- - - - - - - - - - - - - - - - -�— z J t,� : I I I I I I j I I I I I I I I I I I � , , . , , , , . , , . , , . , . , � Wo ° ► � � � � a ; ► � � � � � � � � � � � Za . Q — o � ► ► � � � , ► � � � � � � � � � � 0 � , , , , , , , , , SOUTH ELEVATIUN VML F— O � � I I ( I I I � �KEYlPLAN�ELEVATION) Q � U 3/32 - 1 -0 Z ° '� 3 5 5A _ , 4 �.--�- w � > � �� GRAND ANNEX � � A6.0 A6.0 REMOQEL SCOPE OF A6.1 A6.Q � a WORK � � : �----- ------ ------ -- - ---�---- -- ------_—� � � 2 � I I I (N)SKYLIGHTS � � (E)SKYLIGH A6A ' PER SPECS I � ' METAL CAP,MATCH VML ' � � � � I ( ' � � - - _ - - - - 114 A 114 B � NEW CHIMNEY. _�- - - _ _- � Revisions: ,�__,:,-:.:„•,•'::;`;;; STUCCC370 MATCH I _ - _�� .....,_ ' I DRB REVISIC3N 02.05.10 �^•`_=� ::.�,-:-: :., VML I �'• `:�--""��;-:'I' I ( I (N) SHED DOR ER, _ CLIENT MTG 02.08.10 ' - - _:_=;:�;;_;._=-, M TCH ( } RO F PERMIT SUBMITfAL 02.16.10 COPPER FLASHING '"- ' M TERIA O � PERMIT RESUBMITTAL 03.23.10 � ,;-_' - ' R1 NEW CONCRETE TILE ' :t'�,_�,4;,-,,,__- ; ,_ � ROOF O MATCH I _ _ -._-_ {N) GU1T R WJ EAT ( � :;� � � � � TA E T(.� ATC {Ej VML`R� _ -� - - -�_ �/ ����������� ��� - „ - �- � ,__ _ _ .�_._ _._ , !: , J , ' � , , .__ - _ _ :_w ,, � .� ..,,,. . j _, ,,`; (N) FASCIA TRIM TO , I�. � _ � MATGH VML,TYP. �(N} MTL.GUTiER &, ,', � DOWNSPOUT TO MATCH VML- �.�:..;� � � ( ( ' (N)TRIM Ca MA CH I ATTIC . _ �_ EXISTING TIE INTO EXISTING ;',;__ V L,TYP _ ML=LEVEL2'I7) — , � : - , 1•-����` - —BATH1 ATTIC - _ E-Transmissions: � ', sTUCCC�ro n�ar�t� - - - _ - - - UF8216' - 2 7/8" �-,VML - - _ - - - - -- -_ _ - - - - - - _ °:r;, �=�' _ — — � �� - - - _ - _ - - - - _ - - - ;s_:- - _ - I 8215 - 4 pF C0� - - - - _ - _ - - - - - - - 1 - - , 1- _ � - - - - � , � . � , �_ _ t ; - . . . . � . . ' r. '_ _ _ ' Iy�' ' . ' . - . - . . . . . � � . . - . . � . . �- - - - T ' ' ��:� . - _ - . . - . � . . . . . . . ,. . . . _� —_ _ _ _ . . �)t -�h, . . . � . . . . . . _ , _ _ _ _ _ _ 1 ' � � � . � . � . . . � _ . _ _ _ . . . . _ � tt�}GOPPER�_RI�K�TI � - - - - ._,' N GUARdRAILTO � - - - � - - - - - - 204 B �( } - _ _ � - - - - � -:_VAI,LE'Y�ND�ti'�AT - _ :- - -_ - - - __ MA CH VMLMIN.42" _- �- - - _ - � - - - - - - � � �. , � � , - - - - - - - - ° T P ;,. �. A E .; - - - - - - - - - - - f -- ` �' - - - - - `' , - - _ _ - - - - - - - �, ., 203 _ _ _ AB DOOR THRESHOLD �� I� - - - - - - - - - - - - - - I � YDE -SAK , � ._ , �, � - - -- - - - - - -_ - � . � . .. . . . . � . __ _ . 1 _ _�t`�S' _ _ _ _ ' ' ' ' _ . ' " . . . . � � � � . - - - - - - - - - - - - 5761 � _ - C-30 �N �B �RM - - - - t' �A CE:[7C� ER - - - - - - I �� '-{ �. - - ;: .- 3 -- --- -- _ - - - - _ - _ - _- UNR 301 UEST DECK - _ � i - -� - - - - - - � - - - - - � �� - - - - - - - - } - - P ��" - AA � f� - - - - - - - � - t4 � - •�' - � - � - - -I�r - - l 1 " . . _ _ _ _ _ _ . . � . . . - _ _ _ _ _ . . . . � . . . . . . . _ __ _ _ _ _ _ _ _ _ _ . . . . . _. � > _. _i .. .. . :._� .. .. - - - - t� ;�. � - - - - - - - �o - - - - - - - - - - - - - � r'1 _ _ v _ � � ,. ; , � . .,, . . � _ , ,.. ; • _ . � � � ' . . � _ _ _ '" _ " _ ' ?Y __ ' " " " .�F " . . . . � � . . . � .. . I �� " _ __ ' ' ' . . .. . � . . . " _ _ _ __ " ,,i` " �c " _ _ _ _ .. . . � . .. � � ' ' ' . . . � � . _ _� _ _ " " ' _ ' " " ' " - - T• - � . � . � . � . � . . . � ., _ - - : - -_ - -_ __ __ --_ __ - - _ _ -- -_- - - _ - - - UPPER LEVEL _ � � - _ _ - - - - - - - - - - - - - - - - - - - -- - - _ �1/ML=LEVEL207 Drawing Title: — _ - --_ � 8207' - 4" _ - Y __- _- :_ l � GLAZING C�? (N)SC�LARIUM ELEVATIONS �' - _ _ - _- ;,'- _ " -_ - ';- - - - ,N GUTTER W HEATTAPE`� _;>;_ - "- �- -_ •�g'• - _- / - _ - _- - �,.:i��::r�!:r� ��," � -_ -" - - � � ..... I _�_::. - - �_ _ - .� � -,-�: - - - - '��y',`, J ;;'�; - - - s� i =i - - = ���- �:_r::�,�::.- -��:�_ ��-�---- ---- .. . � � � : . � . � . � � � � . ..1.• �'y, i " ' . � � � � � ... . . " ' ��`_:�3!,+_�•�'�-�,'����_I�,_I�,.�^�� ' FASCIA TO MATCH VML ;� - _ 104 B _ � - UNR 3 DECK f �, � _ _ - 109 C 1 9 D 109 E �->-. - -_ __ ( Date: 03.23.10 . . . . . . 4' _ I . ..I� . - � . . . . '��. STUCCO TO MATCH _ _ _ ��::� vn�� � - - Project No: 0701 �,: _ - � ,,�;� .�' � � MAIN LEVEL a — — '�" �•':",'yF'�.��� — — — � � - - - - _ ML=LEVEL196) Drawn bY� CC, RL, MF ;�°_ - - - - - - - - �t - - - - - - �> - - - - - - - 8196' -4" :;:- _ _ - - - - >�-' - - •°s - _ - _ _ - - _r _ - _ - - _ _ - - _- - _ - _ - - - - _ _ - - . - _ - - - - - - - - <>' _ - - - - - - - - - - _- - _ - - - - - - - - - - - - _ - -_ - - - - -_ - -•H- - _- - _- .N..'EXTERIOR FIRE LACE�-'-- - - - - - - - - - - -�- � - - - - � - - - N fGUARDRAILTO MATCH VM MIN. - L. 42"A.F.F.•�-:;' - - - - - - - - hec ed b =( ) - C k - - ( 7 - - >. _ - - - - - ��� "� - - _ E _ ',� J SS - - - - - - - - Y� - ,;. - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - <= - - - - ��;-��- . . . _ ' •i�' ' "_ " ' _' _ ' "_ " _ ' _ ' ' _ ' _ ' _ _ " ' ' ' ' ' ' ' ' ' " ' _ ' ' ' " " ' ' ' " ' . . �, - - - - - �'.W STONE VEN - - - - - - - - - EER�: - - - - - _ / �>_ :�•:• - - - - - - - _ `;�y - :{_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '�� ;"• - -'�.` _ ��'. - - - ��� - - - - - - '��'� - - - - - - _ - - - - - - - - - - - =>�- `-_ - - - - - - - - - - - - - - - - - - - - - - �� - - - - � - - - - - �t' - - - � . � � . - ' - - - -i- ' - - ' - - - - - - - - - - - - ' - - _ ' - - ' - _ _ - . . ' - - - I . . . . . - ' ' - ' ' ' - - - - .�� - - - . � . . � � . � � �•�} - - - -' - _ - -_ ' _ '_ - - _ _' - - - - - ' . . � - - `_-' - - - - - - - - - - N GUTTER AS REQ' - _ - - _ _ ."�. - - - - - E GU17ER - :f ) - - - - � ) - - - - - - - - - - �.� _ - ��- - - - �:,� - - - - - �=>" - - - - - - � - - - - - ��� - - - - - - - - - - - - e - - - 2 mosaic archit cts - - - C 009 - - - - - - - - - �'<- - _ - - - - � � - - � �� � �� - =�� '� � ��7iF.��., �� �� 'i�' 1�, "��.�i ��r � . .11!�t.,„ rt� - - - - - - _ - - - - - - - - - - - - - - - - - - - SOUTH ELEVATION - - _ - _- _- - - - - ':,� - -��--_ - - - - - - - - - - - N GUARDRAIL T MATCH - - - - - - - - - - - >°• - ��( ) - - - - - - - - - - - _ - _ _- _- ,� _- - - - - - - - - - - - - - - - RAND AN EX REM DEL - - G N O - - _ ;��� - _-_ - - - - - _ - - - - `���: r'� .VML,MIN 42"A.F.F - - - - - - - - .';'- - - - �SLIDING Q��R - - - - - - -_ - _ - - - _ - - _ - _ _ - - -_ - - _ - -� - - _ - � �� � �� - - - e - :� I - - - - S he t: - �� - - - - - - - - - - - - - - 1/4 0 _ ; - - 1 � � � � . . " _ "(. ' " " ' . _ .y• _ _ •at �F� _ _ ' _ _ _ '1' " ti. - . � . . . ,, r - - - - - (N TRIM TO MATC VML - - - `", - - - ,<' - - - - - _ � - - - - - _ - _ - - - - - � �"a' _- _- - - - --- -- - _ - "-_" - _- _- _ _ - - -_ - -� - - "- _ - _ " _-_ - _- -- _ - •, �_�- -;;= - - " - �-� - -" - -- r,�,- - - _ • ,-- ----- , __ ----- -- . > , � A B C D E F E A _ �� a 2 � �y Po 2 CLASS A FLUE 4 CLASS A FLUE �'� � A6.1 �n// A6.1 A6.1 W/ A6.1 ' , u°,; �rtu I � � TERMINATION � TERMINATION � $ CAP PER CAP PER • MANUFACTURER 12 ; � MANUFACTURER � ( � mn (Nl CHIMNEY 7� - NEW CHIMNEY, 1 1 1 V S� I � - - - - - BEYOND. - - - - - - - - _ _ - - - - � - STUCCO TC3 _- - - - �- _- _ - - _ _ _ - _ _-_ _ - STUCCO TO ' -_ - _- _- - - - - - - - - - - - - - MATCH VML Cil'GI11t2CtS -_ - - - _- .� MATCH VML -- - - -- - -- ---- - - -_ - --�.'- -." - _- � � � _ ..�=- - -- -- - - -- - - - � � _ - _- - _ _- - _ - � - - _ - - - - - � -�- -_ _ -_- _ - -� -�_ " -_ - -"<;- - - - �- � - -"_ - - _ - _ - _ - -_" _- �' - - - " - - " - - - - - � - - - �-'�, _ - _ - -_- _ - - __- _'ti _ - - - - - - " -- - - n�.���:; - - _ .�: - -� ,�'�� - � ( ( . . ' ' . . . . . - - .�f� _ . I _ �`p, _ _ _ _ . " - - -" - - - - - (N) GOPPER -� - - -� " - - " � - -- - - - - _ - _ _- - - _ _ 12 - - �-r. - - - -" _ -- - - _ �-< "- - -" - - - - - - _ - - �� - - - FLASHING,TYP. - - - - - ' - - _ - - _- _ - —I 4 3/4 - �i� - _ _ - - - - - }F•`- - - - - - - - - �";. r hitecture - - - - - - - - - - a c , . . _ _ �J•' _ _ _ . . �� . . . . �., ' _ _ _Y{' _' - a'1� _ _ _ _ _ _ _ _ � . _ _ _ _ � � . � . . . . . . . _ _ _ _ _ _ . . . . . . . . . .. . .F' _ _ _ _ _ _ _ __ _ __ _ _ __ __ _ _ _ _ . __ _ _ _ . . . . ' ' . . _ _ _ .j_L_'• `�, .~�, _ _ . - .. � . . ' ' ' " ' . . ' ' . . ' ' ' ' " ' ' J�' 1? ' " ' ' . . , - - - - 1 nnin _ - - - - - - - - a 'i.- - . . - - . . I . . _ ' " ' _ ' ' ' LT.- . - - - - - - - p 9 - - - ,���_ - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - ��-� - - _�� - _ _ -_ - _ -_ - - - - _ - -_ - - _ - _..' _ "��� I I I - - - - 1� - - I - - - - '<= - - - - - - - - - - �. - - - - - -�;� - - - - - - - - - - - - - - - - - ;Kr - _ _ _ r n n ultin _ _ _ ee co s - - - - - - - - , _ _- - - _ - - - - - J _ °,� _ `:;�_ _ g . . . . � . _ _ _ _ _ . . . . __ __ _ _ _ _ _ _ _ _ 5_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . . . . . . . - ` _ _ I r- - 2 a, . - . - - ' - - � - . . . . . . . -_ - - . . . _' - �_� - - ' ' ' f . . . . _ _ _ }.',_ - - . . - ' - - - - ' - I . . . . . . . - - ^'1.�. - 1; ( I . - - .L�� - ' - � . . - - - � . . - _ - �� - - . . . . - - - intrir in - - - eodes - - - - - �i�Y _-_ - - _ _- - _- - _ _ - - - - - - J .�t. - - - _ - _ _ - - - - - - - - - - - _ - - - - - - - - -- - �r���� - - - o�o�:�s�����n�r� =�� :�` �:�': - - - - - - .� �r �� �' - - - t - - - - - �I - � . . . . . _ . . . . . _ _ _ _ _ _ _ _ _ _.' , _ _ _ _ _ _ _ _ y _ _ '1_f ' `Y . �, - - - - - - - - - N ER - - - - EW GUTT . . . _ _ . .. .. . . . . . . _ _ _ _ __ _ _ _ _ _ _ _ ~_�� _ _ _ _ _ _ _ _ _ _ _ _ �,� _ _ _ _ _ _ ' . . . .. '�: . . . . . ��T' " .p " ' _ _ " " _ _ ' .i " _" ' " ' _ ' _ _" " ' _ . . � . . . . . . . . . . . _ ' _ _ ' ' _ _ ' _ _ _ " ' " " ,y� . n - - - - - - - XIST NG - MATCH E I _ _- - - - - _ - - - - ';�, - - - - "- - - - - - - _ _- - _ _ - - - - - _ - - - _ �,. _ - - - - _ fIC ,r, - Boulder f e - - - O _- _ ��_- :-,_ - _ - - =�'} -- -- - -_ _ - - - _ ;�_= _- - .=>' - - - - `�,- - - - - - - � 12 _�;. - - - - - - _ - - _ - - - - - - - - - ,:�" - - - - - ., - - -'�. � � -_ - _ - _ - - - - _ _- - - - - - - _ _ - - - - - - - - - _ - - � ( � - - - - - - - - - - - - - - - - - 1829 Pearl Street 4 3/4 f. - - - - - - - - - - - - - - - - -. - - �'- - - - - ;. - - - - - - - - - - - - - - - - - �. - _ _ - �``�,;, - _ - - - - - - _ - - 12 - - - - - 2:-�� - - - . . - . . . ' i? ' ' ' ' ' •i, ' _ ' ' _ ' ' ' ' ' ' . . . . . - - - - - - - - - - O 8030 - Boulder C 2 _� - - - ,t.' . - - - - - - - - - - - - - - - - - - - _<'_- - ;';- - - •�°�#��-� ( � - _ •�r;,. -� - - �'�. _ - - -v -12e- ';. - - - -'_,"- - _ �s: - - - ATTIC - - - - - ATTIG s: ' ' � � . . . . . . ' '_ ' ' ' ' ' ' ' ' ' ' ' ' _ ' ' . . . . � .303.247.1100 . . - - - - - - - - - - P' - - - ''��,. - - ���,_,' - _,+ _ - - _ - _ - - _ 7•:� - - _ - - - - _ - - — - - - - - -•� - - - - - - - - - — M - EV 7) - - - - - - - - EL 171 L L EL21 - VML LEV 2 �o� �,4_ - - f:303.247.1 N - - ( — — — - - — — — — — — — — _ - _ - - _ _ =,�_.;�;::= - _ ::�,� - - - - - � ==�=,.' - — �s — — .-F� - - - _ � :_� - - ;;� - - - - - - BATH1 ATTIC >. - - BATH1 ATTIC . _ _ _ _ _ _ _ _ _ �4�_ _ _ _ _ _ _ . . _ _ _ t,� _ - ' - _ _ � ._ _ . _ _ � . _ _ _ _ _ _ _ _ _ _ _ _�_� _ _ _ _ _ _ _ - . . . . - I� ���_`� _�� ��^� . - . .. . . . . ' ! . . _ _ _ _ _ _ _ _ _ _ _ _ _ � �� . - � _ _ _ _ .� _ . . _ . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � . . . - -- - - - - 8216 - 27l8 - - - - - - - - - _ - - - - -- ��: - - - - - 8216 - 27/8 I - - - - -_ - - - - - - - San Francisco Office `�° - f��. - I I - - - - - - - -- - - - - - _ _- - - ,�. - _ - - ; - - - - - - - - - - - �>: - - _- - - - - _ - - . . . . . . . . __ _ _ _ _ _ _ _ ~y,` ' _ ?' _ _ . . . D RMER N O - - - - - - - - - - - ( ) S - - _ - - . _ - - - - - - - r eet S ite 201 TUCC�TO 1290 Sutte Str u ,. .•�. .,..;,. - - _ �� - - - - - - - - _ = _ - 1 - - - - - - - C - - - - - - - - - �>'_° ;, ;-, .'_ _ _ _ ,.�,' ;�� - � - ,'�•• - - - - i� •�: - -<-" - - - " - _ E VENTS°=' - - - - - MATCH VML - - �( ) - - - - San Francisco CA 94109 . . . .. _ _ _ . . . . � . �. . - - _ _ _ 'f__ •T[• _ _ __ _ _ . . . . f . ,.. - - - - - -'�; _ �,_ - - _ ;= - A DRAILTOMATCH _ _ - - - - - ��,•` (N GU R ,., . . . •-, '.VIF RELOCATE;� - - - ) . .,,, ,, „ ,, ., �.•. ... . . , •. . , ., . , ... . .�., _., r _ - - - - - - - . - - - - - - .415.409.b660 - - -� - - - ,,: - - ._,_ -_ _- - _ - - - p. - , _ - _ _ - - '�,_�- - - VML MIN.42"HIGH A.F.F. - - - - - �IF NEEDED _ _ - -._, _ - - _ - - _ - _ - - P3 - - - - - - - - '�., - - - - - - - f:415.449.6624 •'._;_-. - - - - -,,'-'. - - - - - - r- _ -- --,-;_ - _- _ - _- - - - -_ _- _-_"-� - - -�<' - -- - - _ -� - - - _ - - - - ,<`� ��; _,�1�" _ - ; - - - NEW SOLARIUM � ��� � � - - - _ NEW SOLARIUM _ •'UNR301 GUEST DECK UNR301 GUEST BEDROO VML HALL - - - - _ - - �;.- - - - - - _ - _-F- - - _- - - _ - - - -_."- - -" " - - - - - _ :: -�,�:• _- - _ __• _ _ _ - - -- - - _ - - - - - - _ - - - PRE FINISHED MTL. - � � ��i�- - -�- VML HALL � VML ATTIC I - - y; _'.'�: -:�� :�,'�. I , . ;.':."::.-,', a PRE FINISHED MTL. , , - •;�..�` ;`�..�'� _ _ - - - _ - _ _ H •:� - � _- _ --_ ELECTRICAL - _- - SIDING TO MATC www.mosaicarchitects.com SIDING TO MATCH � �� � "��- _ - _ _ - _; - - __ '•4'_ ROOM _ (EJ WINDOWS (E)WWDC3WS =_4� - - - - _ __- _ P3 P1A 4 � � � info@masaicarchitects.com _ - - _ - - _,,:- _- A6.3 - -� _ ,. . ., - �- - - - - .• . ,•- - ---�- - -- _ . , . . . - - .,-.�- - - � ., �- - - ,._ �� • •- >- � ��; r f' ��' .• . • • � UPPER LEVEL ���" ',� _- _- _ - - _ - - ... . - I I - - - -- = --- -- --- - - - F� ct _ _ __ _ '�� UPPER LEVEL ML=LEVEL207 - - - •'a _ _ I `� - -� r .. • . � - ML=LEVEL207 . . ..� . ,. I I ��� ��' I (V ) - - - , N , , ; . . ,. :: : . . . . : ...: � - - - - - - - - - - -- - 12- , - - ' _ " 12 - - - _ _ _- � _ �� 8207 4 - — - 5�� - —15 $207 4 ;: :- __ __ _- -�. '�� .�. _- _- _ I ' - - - '"• ;:}_M1 NEW GUTTER, NEW GUTTER& ••• .4�. -- -- - -- .. : a,-.,-• ,: .r:'���- =.�•.•- •::�" - - T EXIS DOWNSPOUT, I •:�•�,�•, ;z� I OFFI UNDER FRAME CEILING, I _ �,1`,�, -- � MA CH TING MATCH EXISTING _ :'�J����;� SLOPETO MATCH ROOF - ...., ,.. .:, �, - .•..••-- - ,..,. ,.-, �,, . . - ;�,;�.. '�:�.-�`,''':'°':�� --._ _- ( � Si M1 S�OP {N)MTL ROC�F @ EXT. �.•� •�-= -.-.:,,. -_ - . � , , , , : _ , ~ ..-; �-�-•:--_ - FIREPLACE,MIN SLOPE 1/2:12 .. . � _ � PREFINISHEDBREAK ��;`='UNIT301 DECK�;;;; -- 4 • :.�..,; _.;,I�,.,,_ _,.. MTL CORNER TO :� _ , MATCH E " ,�. �d-`:: -- '° M. BEDROC�M A62 W � � � 1 9 A 9 :A.;•"'• :� --- � � FIREPLACE EXHAUST wiNOOws ;fi°-'�`;• °°fi - I � � j M. ATH � 104 @ si�Ewa�� � wrn p NEW OPENI G TO GRAND ANNEX W/ 'i z Z v .. .,. , , . NEW STONE w 45 MINUTE FI E RATED POCKEf DOOR � VM� �(�3 � ' � ' � PRE FINISHED BREAK ( ' ( � BACKSPLASH � � - _ UNR 301 KITCHEN p; � HALL � b __, __ � (N} FREE STANDING GA _. , _, I MTL.C�RNER TO Z W (J O - - : E FIREPLACE. _ � MATCH {E) Q _.1 � _ APPLIANC / : _. LL _. ' � � NEW LOCATION m � - ao - , � __ WINDOWS /� . . . . . . . �_ � � ' �. T_ . . V , �_ L — OF EXISTING BBQ - - � ,� - _ \ i i _ i o MAIN LEVEL - - � -�� ; _.___ "'- �! MAIN LEVEL O � � (VML_LEVEL196) _ _- _ ; ; ; � -; : , -, ;. . ;._ ,__. . -:- ;-. . � (VML=LEVEL196 Z U .. s_ _ — � � � . . • . �._.4 .n_ •_�=.`_.- -�' � �� . . . � _ � 8196 4 . .-:. . �.:. �:. . '.. .:. �- , _: . .: �.:. �-. . .;,: r� �.: � .. -. ' `1 � . � . - 8196 4 - �� - ._ - - - - -_ o - . - - �? , �.: �.. . . � ... PATCH STONE - �-'�-'"' - ' (N) GUARDRAIL TO MATCH � :.:--,.r.. -:,•,.,,,, ,, r _,,._ � : '"�- �-`• '�- VML,MIN.42"HIGH A.F.F. � SURROUND AS NEEDED . ..<_.= ..:. - ., :�-''- - � W � � FOR RELOCATED BBQ I ( I I ( � � NEW GUTfER, � �/ ,� MATCH EXISTING � 1�` \! (Nj EXTERIOR GAS APPLIANCE FIREPLACE STC�NE VENEER SECTION THRU UNIT 301 nn�ra�FiREP�cE suRROUN� SECTION THRU M.BEDROOM & M.BATH � 4 1/4" = 1'-0" A B C � E F 3 1/4" = 1'-0" 4 2 A6.1 4 NEW CHIMNEY,STUCCO TO A6-� A6.1 MATCH VML �� _ A B C D E F � 2 � i ,o�-o�� i � Revisions: A6.2 _ - � - ;�.: -: - -`='�-�`- - - - - - - - - � � ,�-- ;,_,. CLIENTMTG 02.08.10 (N)SHED DORMERPER -- -- -- - - - - -�-`�- ° � ,.''� PERMIT SUBMITTAL 02.16.10 , NEW ROOF CONSTRUCTION ' ( __" ��_��; _-_ _" - _ ___"_- �N I (N)SKYLIGHT � PERMIT RESUBMITTAL 03.23.10 . . . . . . ( . . . I I� ' - . ( .. . � � � . I � . . � . . � . . . r " '. ' ' _ . � . . -. � . � . . . NE �Y�FkN :�t`- - - 12 N RO S�MBLY _ -- _<; _- -_ Rl 4 3/4 f MECH.DUCTS, , � ��. = .• 1 . _ .,: . EP D S. _ _ •;�: RE•M WG (N)SNOW GUARD FENCE, . ;� _- : - _- __ _ __- RE:STRUCTURAL DRAWINGS � � � j' - � - -- - � ATTI � I I ► I I I � - _ __ - __ --_ _- (N) ROOF ASSEMBLY _ _ _ _ _ 1 (N) MECHANICA -CONCRETE ROOFTILE/MEfAL ROOF .,,` - •-; , • , ,.; . SHADE -BATTENS (N1 EXT.WALL ASSEMBLY • "' . ' C1 -UNDERLAYMENT -EIFS,MIN. R-5 RIDGID INSULATION P3 P3 � -STL.DECK PER STRUCTURAL . -BUILDING WRAP I --I µ` WOOD BEAMS . � _ ___ __- - � E-Transmissions: a � � � ( -STL STRUCTURE PER STRUCTURAL -GYPSUM SHEATHING ; ; . _ --- - DECORATIVE -BLOWN CELLULOSE,MIN.R45 12 = -G' MEfAL STUD PER STRCUTRAL ENGINEER DRAWINGS ' � STRUCTURE PER - - - - - METAL SCREEN r - - - - -FURRING CHANNELS R 7I— - , , BATH') ATTIC � ` ENGWEER _; 2SKYLIGHT O� CO -5/8"TYPE X GYP. ; :.::� _ " - �_ �� -BLOWN CELLULOSE.MIN. R-22 I _ __ __- --_ :. OPENING '�� �'� ` H2�6 2 7/$ -5/8 TYPE X GYPSUM BOARD , WOOD BOX 9Q : __ _ _ ; � ( _. ___._ ___ �__ BEAM P2 ', ( ^ � DECOR,�TIVE WOOD NEW ROOF OVER � ;-'- ' � PLA ALLS&CEILING,IYP,U.O.N. RIDGE BEAM W/ , MASTER BEDROOM C1 W1 - - - - �/r SNYD R-SAK * . 2'-o' WOOD EILING � i� CUSTOM WOOD BUILT-INS 0 .... ._-. ('",� C-3O576'I Cj VERIFY W/STRUCTURAL � ;, P3 � - _. .— �� � ` °'' BRONZE BASEBOARD � "• S °��` ' �1 VML HALL DECOR TIVE WOOD - I ° P1A HEATER PER MEP DWGS � °,° j � _ __ I - _ _ __ _ _--2�4 _ �> � _ � ,�r� BEAMS DORMER ,;;; -—- ; � ' .. , ,_ VML VML HALL �o - _ �_ --- - _ _--- _ _ _ ___ --- WOOD �U°�.�°°' I ,� I ; _ I - ._ NEWDORMER ; � . - =: � - - - __. ___ ___,._ _ TIMBERS ATTIC ELECTRICAL t � .. .: ,- ROOM WOOD BEAM/VALANCE -- _-- _ _ __ _ Drawing Title: : � � �� � �� �� � ' _ � F1 � � � � � P3 � � � �� � � FOR MECHANICAL SHADE _ __ _ _ _--- � � _ --- __ �36"H METAL� � � � :,` =, ` ; I� � � �, �.=���:_��_-==�—�-� � ���: �� UPPER LEVEL � � - -— _ F� _ _ UPPER LEVEL � . _ � � � � � ..�-�'`: ,��,, � ; .; � � , � � . ����- �i --- --_ __, _ _- _ _ _ __ ��i � � � _ � 07 � � � � B U I LD�I N G� RAILING @ STAIR ,___�_ _-- ML=LEVEL207) ML LEVEL2 ) _ �_ _ __ � FURR OUT WALL FOR (Ej_ --. - - —� _ HZO7} -�L° SECTIONS ; __.____: _ - —STEEL BEAM AND (Nl� 4 ; _._�__ _ - . HZOT - 4�� � � � j � ____.,��.�� fi . MEGHANICAL SHADE.VIF '; __ _ ': , _ PLASTER v..-`' ; �::-� __�. �-� __. - CEILING.SLOPE ,., . .. I �,.. � � .I��� � - _I-`_=: ---� -- � . -�.�__ '_ ..- : c, ... "_ '� . _._ _ . . . .;.. � � . � � . . . . . (� -- ... _._ __... _ :;-. . .„ �.::. . . ..: . .. .. � . . .� _.._._ . . . . � - ./ . � . �_ __, ,_ --� �. JC�FF� . ` " '._ (:_ . '_ (N) WD. BEAM& = __ _ _ _ . ,: WD.CEILING @ (N) SOLARIUM � -.- - .�.' -. . _ ,,. _, . � Cl ,� � ,` + �; �,' ;-;: SOFFIT.MATCH I -- ------ C� ' I � �- -_ � � ' N ___ - � ' � _� 1N1 . I ,, - ! MASTER BEDROOM _-_ --. ___ - U WOOD BEAM -- '- -- _N_ -� -- �- - Date: 03.23.1� 4 � � _ _ _ N _ _ � @ UNIT301 _ - -- - � M.B H N � -.1:._- - , _.. ' A6.2 ` � ° '; , I � _ TI R L _ _ � o� --_� � CU TOM __. ,,_, . _ MBE CO UM , _._ - ,, _, . o > � ° M. BEDROC?M aui r-iNS _ - -- � - o N LIVING� . °' _ _ � a . 4 � __ o-_Z ;. 10 � � ( � � j P � - � � . Project No: 07(31 . �I q - _- - -_- .�<' _ �` � ' :. �� , -r" - PE � -- ' -p ' ; � ,- . - <:DECK , . „ - ;--r . :-;- - --- � _ - - - -�0 At . . . r ,;: � _ � _. INT RIOR -� - - - �: ". :... �_.„. _ ._:_ , , . — aa _ , ; , � � . � .' � - . AT S- ._ _ , : , , _ ELE ION . _ I I _,� . � � , _ - _ _ -- - . =-__ . �-_;_ _ --- � � -. i_ � ,. . � : . : _._ - - --- -- --- - - ---- _ _ - - - - _ .. - �� - -- r -- ra n R MF , ;. ,. , . , , - _- - , . ,_-; ; ,___ � . . : , , ;__, _ ! ___,_ : ._ ?.__: D w by: CC L � ,, - _ OOD B SE __ _ . -- O � .;:. --_,--- , >_ . _ F2. ". . :": ; _r___ � � :. ' . � _F1 _ = x ---t- F1-- � __ -- � . , . I ,,.. � ,1 ; , o . - . - - - _ _ W � � ' MAIN LEVEL ,, , , . .: : ,_ ;, > -. --- - - - -- _ _ _-- - -- _ - __ _ - - --- � . , ; ,_ � � , _ . . _ _. _� _ `� -- MAIN LEVEL . _. -- . ___ - � , _ . __. - , _ . ' -1T= ;-� � :; _� ,-;- ; . __;- - - - - - ---- ML-LEVE�L196) BRONZE - - ML-LEVEL196} Checked by. JESS ; � > _ __ �. - ;.... ° � _ �� BASEBOARD `- - - _ _ � 8196 4 V 8196' - 4° � ,. ' ' � HEATER PER �-- ' -�-- MEP DWGS - -—-—- CD 2009 mosaic architects NEW CONCRETE SLAB STONE VENEER MASONRY FIREPLACE BY T►MBER COLUMNS AND MTL DECK PER NEW � EXISTING MASON-LITE WITH V�/OaD PANELING RECLAIMED Sheet: STRUCT. DWGS. DOUBLE GAS LOG SET . WOOD BEAMS STEEL MANTEL STONE VENEER „; � SECTION �THRU M.BED & BATH � SECTIO'N �THRU STAIR & LIV NG � 1/4 - 1 -0 1/4 = 1 -0 � �� 6 5 B 5A 5 4 w :y�... � 4 1 1 3 F E � _�s ' A6.1 A6.0 A6.1 A6.0 A6A ' ____ ---- ---___._____ � � • � � � _- - - - - - � - _,..:•• , " ,,, - - - -- - -- - _-- �- — ...,�, - . .. _ . . - - - - - -� ,•_. .._„ :"-•.-• • ( _ . _ _ _. � � .. a - P3 • ,_.. _ ,-. T , . , ._, ... . - - - - --_ _ _ _- --- R� t_;��.��,J.._ :_ __ - - - - - - - - - __ - - - ---- - chit J 2 _ _ _ . _Z . � ,r ar ects _ ,-. � ., , .� _,._. ., _ . . ,_. ,_ _,:.,_.. ._. , . , �.. _ _ ; ,_ _,_,.. .,=•� - � -- • - as.o - - - - _ - - _._ - - - - -- -_ . -�-- ---- -- b :` , , . ,• _ . _ �. . , ,,,,-, s .,_,, , , . :_, ; _t _ _ - -� _ __.� - - - -- _ , _ _ \ � i � ' � � ( •`., ` _._ _ - --- - - _ __ -_ ,• F1 � / --- 1\ - -- - � -- _. . � ,� ,. -- _. _. _ _ _. . _. __ -- _ _.. -- —_ ;T___,.; , r� _ _ _ , __ UPPER LEVEL architecture, , (VML=LEVEL207 c� -� _: _ . — � � 8207' -4° planning, �;;i:;--� � , � � green consulting, I I I I _- --_:`= _ � interior design ,. .; .. . ,. .� -, .. . ATTIC , •. .��_. � , . � _, . � - _�:�:ra, _- , Boulder Office =: ' ; ' ; . - -- f ^- W2 • , _ - �� 829 Pearl Street P2 < - -_ _.. __ . �_ ___ -__ _ - HT : , I � I I � _- - -- - ML=LEVEL21 .;: : --- _ -- -___ _ . ..• , . , ,• , :` .,;; ,,: .':` ;, i ATTIC 6' 8' HEAD HEIG , ; , , ; , . _ - = - - - ) . . I (" 7 �' � Boulder,CO 80302 - .. ., , ,. _� ; -- _ �_ ___._ — _ - — — — �— — � C . . . ; 6' 0" '- . . , : �. , �� , ; , ---- - - - -- - - - - - - ., _._. . . - - - - - 30 7 110 _ _ _ _ '-=�=--=-�T ,. , � . . . , : , ,.: ._., ,:,'.:� .,:;•. , ; � , : _--- ---- -_--- --- - y. � .,; � Y 821 1 , I LEARAN E p•sa3 2�a� >>oa - --- - =r. i ,� - _ - V-,'`- -" R2 I BATH1 ATTIC ��. San Francisco Office _ __ - . i _ -- � _--o_ �_ - _ � 8216' - 2 7/8" ,� utter street,su►te 20� 1290 S __._ - _.__ � _ _ ti __ __ , n Francisco, CA 94109 - - -_ _ -- -- -N - _ __. ` __. ,_ __ ' B TH_-_.__�� ` � f 41 49 bb , � �: �: v � p•415 � ' 409 6660 __. _ __ _ _BA_T_ 1�� ��� __ _ --- _�. -_ . _ : 5.4 . 24 r : --- _. _ c.� . � �2-- =- ^ ____ —___ , . __ __ _.:_1=�- � - - _ _._._ _°-° _- -_ C1 � --- -.. --- --- � - A1TIC � .'' ---_ ---- ---- ---___� ---__- P2 www.masaicarchitects.com __- -- _ ___ F� - - - �- : � ' info@mosaicarchitects.com ,, - , _ __ _ - UPPER LEVEL z -- -- - � ; - - _ - t t° -- ---- - -- - --- s ; n. . : _ _ ML-LEVEL207) � - - 8207' -4° , -- - - - �, , � , _____ — --- 3 s/s° W04D TREADS OVER STEEL • __ � _ FRAMING/STRUCTURE u _ = M. BED OM -- __ RE: S6A F� � � . _ _ _ - = KITCHEN 1 , `_ ; MAIN LEVEL W W � -- - _ (VML=LEVEL196) � � � � - - -- ^ 107 I = . _ 8196' -4° _ I : '. � �..�-� � ___- ----- --__.. _ - -- � � 0 00 -- _ - - ---- -- - -- --- -- --- -- - _ _ . � � -- --- - '. • — -_ -- — -- -- F1 _ __ : Q __ - - _ _ — --- --- ___— -- - _ __ . - z � _ __ __ _ _ ---- _ _ - - -- _ _ __ MAIN LEVEL " : : Q _ - ---- __ _ - - - - -- -- - --- - - --- --- -- - (VML=LEVEL196 - — _ � �� ~ � 8196 - 4 Q Z � SECTION THRU STAIR � � � � EXISTING GRAND ANNE GRAND ANNEX EXISTING 3 'I/2" _ 'I!-O�� � � •� R REMODEL W � � � Q n SECTION THRU KITCHEN & STAIR �/ 1/4" = 1'-0,� � 2 4 � 6 5B 5A 5 A B C D A6., E A�.� F 4 1 1 3 A6.0 A6.1 ( � A6.0 ( ----I-- --� A6.0 � , ' ( I I I I Revisions: � ' (N)SHED DORMER PER NEW - - - - -�-_" " -- -� _=.�" � - � ROOF CONSTRUCTION - - - - _- -' - - - � - ,, CLIENT MTG 02.08.10 ' ' PERMIT SUBMITTAL . 02.16.10 � . A .0 _ _ I I ( � (Ni ROOF ASSEMBLY ;;•`- - _ _ _"__ � � PERMIT RESUBMITTAL 03.23.10 2 I ' ( I ( - _4�---- - - -- - - --- --- 12 s � A6.3 _ ! " - � _ - - _-_ - 4314� � � I `';' - - _ - R 1 . . _ __- - - � _ -- ' � � � ' � ( - - - - - � - --- � P3 P3 -. . - - - .. _ � � W� <�-- - _ _ '' •�r � I ( Sim ( � `�. `�':°,' � � �-•- - - - ,.-:" - - - C1 ;. ;,�. , 2 ATiIG VML A1TIC A6.2 ;` I � �` � � � � ATTIC ATTIC -—- c� W� E-Transmissions: ° . ,: . ML-LEVEL217 � . , - � � � - (VML=LEVEL217) ; — — — _ _ — — — — �, , , . - - oF ��to � � � 8216' - 10° �16' - 10° . . ' '�'� g90 I I I I I WOOD BEAM/VALANCE .� ' ' ' FOR MECHANICAL SHADE � P2 � I I � fM R�OF ASSEMBLY DECORATIVE BEAM SIZES PER I I I I G � SH WER��/ � P3 -'� SNY R-SAK � WOOD PANELIN �" C-305761 I I ARCHITECTURAL DRAWING 1/$.1 � � � ��� VML HALL �'�C� V BED BED 1 , , � BED 2 - � ��AT 2 ��� `�`� I I � _. I I W1 � �,.y � STONE SHELVES � 1�A��r - 20 20 ( I BRONZE BASEBOARD � , � OIL �q�, 12 12 HEATER PER MEP DWGS ao - —- - . . � � � 2O � a0 � �� 2O STAL I I 7� �7 � � � � � R7 ( NEW SOLARIUM �� � FRAMELESS GLASS 9 , Drawin Title: ( � F1 � ( � I UPPER LEVEL UPPER LEVEL � � ��� F1 sHOwER 000R . , ' . ..;.= �f'� ,�`� V _ (VML=LEVEL207) (VML=LEVEL207) -- BUILDILNG . — , ,� — _ - — ,:. � �, I � � ,� 12 ,;` ,, ; , ; ; ; ,. `' 2 7 - , . , . . . . _ . - . . . . . , . 80 4 _ , - . ; : .. : ;�_�_ 8207 4 . SECTIONS , . _ ,, , , �. ;. ,, _ � _; 5`�` I . I - <-i�: `. ;. . NEWGUTfER, — . . �� . ��--�,'; MATCH EXISTING � `�� �'� �'''� — _ __ � � ;. __ __ _. - -- ( �;� _ _ __ FURRING @ • • PRE FINISHED MTL ( I I ,..,, . .;; I :� � � - - - KITCHEN/ENTRY ; A . . SIDING TO MATCH °,,;,::••,;,- -- _ , ; , (E)WINDOWS •' '"'�''"'�_' - - - _ � CEILING TO HIDE . ,,, . - - ��- - •=••: _ e. ,.,. . ,. __ _ - - -- . . ( „ : I LIVING ( M. BE OOM ;:,-�4�"' � _ _ _, nn�ARPANE s Dat • (J3 23 10 _ _ __ -- .-- __ _ � � I I � I ' PRE FINISHED BREAK ��� -_LIVIN�__ Project No: 0701 � MTL CC�RNER TO _ �___ ��$ ' 4, 109 A - = I �- _ _�._ STAIRS BEYOND -- -- � , � , MATCH (E} � _ l OS: _- - _ ___--- � _ � ' WINDOWS - - - - I I = _ _ - - �� BANQUEf SEATING ' � ' ' ' F 2 _ _ _ _� Drawn b y: �C, R L, M F - - __ _ __ _- • - -- ; _.. _- -- - ._ - ,-- - - - - . � MAIN LEVEL MAIN LEVEL -- , --- -- - - - _ -- - - - --- ,------- _ . �VML-LEVEL196 (VML=LEVEL196) --- - -- - -- ----- Checked by: JESS ,, , :: . , �� , �� . � � — . > ,> 8196 - 4 _ . _ : 8196 4 — — _ � - 0 C 2009 mosaic architects I I � EXISTING GRAND ANNE GRAND ANNEX EXISTING REMODEL ( I REMODEL Sheet: ( � n SECTION THUR LIVING & M.BEDROOM � SECTIO KITCHEN ` 1/4" = 1'-0" � 1/4" = 1'-0" � � '�t:' w y'.. n : } ��: . � . . . . . � . . .. . � .. � . . . . . . . .. . . ' �� d. } ,�; � . . . . . . . . . . � . . . . . . . . . .. . � . � . � .. . �� _ . � . . . . .. . . � . . . � . . � . . . . � � . . . � . � . �� . . � � .. � . : masa � c architects B architecture. MEfAL ROC7F QEGKING plCttlt111'lg, I STEELSTRUCTURALMEMBERRE: gr@@Cl COt1SUItlllg, STURCTURAL DWGS It1tGClOr C�eSlgtl METAL ROOFING:TYPE R1— Boulder�ffice W(�OD BAII'ENS � 1829 Pearl Street BLOWN-IN CELLULOSE Boulder,CO 80302 INSULATIQN,MIN R45 p:303.247.1100 SH EATH I NG f:303.247.1101 GUTfER T0 MaTCH vM� ATTIC �an Francisco Office — — — - —(VML=LEVEL217} � 1290 Sutter Street,Suite 201 - 8216' - 10" u San Francisco, CA 94109 p:415.409.6660 BLOWN-IN CELLULOSE ; ; f:415.449.6624 INSULATION.MIN R22 . BUfLT-UP FRCIAT(� � ; � MATCH VML GWB www.mosaicarchitects.com SHEATHING infoC�mosaicarchitects.com ____.._ , . . EIFS --_---_: ---, ; MOTORIZED SHADE TYPE W1 � ' � s _ � ' --- --___ i i WOOD BOX WOOD TRIM TD ` ' BEAM/VALANCE. TYP. MATCH VML ' µ m / \ I ALUM.GLAD QQOR PER SCHEDULE � � W � � � � � 2 SECTION DETAIL UPPER LEVEL ROQF � Q -Q ��� = 1'-0,� � � Z � � � o � � U � o - z '� W � > Q � � Q D L� > TYPE R1 ROOF ASSEMBLY � . METAL ROOFING:TYPE Rl WOOD BAITENS SHEATHING METAL ROOF DECKING !'1 B BLOWN-IN CELLULOSE Revisionr. INSULATION.MIN R45,TYP. Tube stl.at slab edge to �PERMIT RESUBMITfAL 03.23.10 supporf purlins,re:struct.dwgs. METAL STUD Head:H501 = : _:-- ________ � _____�.___ �_:w� �.__�.� UPPER LEVEL Sti.tube purlin,re:struct.dwgs I _ _ — (�/M�=�E�/E�2�7 L � _��..._� 8207' -4° UPPER LEVEL �wa - __ _____ Sloped glazing by AIA Industries:2001 non-structural system � ' �/M�=LEVEL207) � � � EIFS � _ _ _ _ _ - :` d: _ o.., 8207� - 4�� a s�ii:ssa� '� , ;,: i SHEATHING - �__ � _ ' _ �_ _, . STUCCO -_ x �, Stl.tube beam,re:struct.dwgs. � - � �-:; _ _ E-T�ansmissions: � __ BLOWN-IN CELLULOSE _ '' ' _-� O INSULATION,MINR22.TYP. ; �,�F �'0�� Gutter to match VM� �Q� �9Q TYPEWI WALLASSEMBLY � __--_ Motorized rall shade&valance -- MEfAL STUD � � R-S � ---__ /� , � C-3 5761 ___. . ,�,C.�, Lift and slide door&windows _ _- - GWB A : �,l�s �`��" by Point 5,re:schedules � ��� _- ;.". ' - -_ _,- r 2 Drawing Title: ---- __ __ A6.1 i -- _ _ DETAI LS ____ � - _- 42"h guardrail to match VM�, ; I_._, measured from doorsiil __._ �,� � _ ___ TYPE F1 FLOOR ASSEMBLY �--- _--. _____ ..' ( _.__._ BASEBC3ARD HEATER PER MEP . ; ! ---- TYPE F2 FLOOR ASSEMBLY ` _I _. ___ __. _ Date: 03.23.10 Ft Floorrype MAIN LEVEL - __ � . (VML=LEVEL196} n — . , a�� :a., .:g- . . . a 6. = - — 8196' -4" L� Project No: 0701' _ Elect.baseboard,re:MEP dwgs. M/��N LE�/EL ' •' ML=LEVEL196} sHEATHiN� � � . ° , Y 8196' - 4" Drawn by: CCC, MAF ' � STEEL BAR JOIST, RE: New stl.bm.per struct.dwgs. ( � - � STRUGTRUAL = _- :. � Checked by: JESS, MAF W 1 wal l type _w�� _ CO 2004 mosaic architects EXTERIOR WALL SECTI(�N at Sheet: n Section Thru Solarium � M.BEDROOM THRU DORMER � 112" = 1'-0° � 112" = 1'-0" • � - ' 5 . � i 2'-7�%6' 1'-4%6' �" 1'-7%6' � � � �_--- ----� In I� �—� I r—� � �� mosa � c � r � � � ! �it- I �I I ��� , �•� � Eurofocus 950 termination cap,follow � ii� � W2 � � � manuf.specs for height above adjacent flue QPC�'tlt@CtS in i i i .� �-. I �fi I �) I �_ � I I ' �� i ' � _ � T _ � Mason-Lite termination _ ___-� �t i ( _ - i � i ii� cap per manuf. I I i I iir � � , � � - � -I - - i Copperchimneycap to match C1fChlt@CtUf@, � I ��� � �( I - -' - Slope VML,slope to drain,top of chimney per p�qnning. i iE� i +- - ,- -�- - � � ; ( ii i � i� � � � --- --i- exterior elevations gC@@tl COI'1SU�tlt'lg i � �ii ^ i i � i , interior design ' I jl l j� N I I I I I � � � I I I I � I � � i�� �� � � � � i � � Mtl,box frame at top of tube steel posts n^�n I �(� I I I I � ,��, ; �, � ,� � � � � � � � , � � Boulder Office i � iii E� i i � i i i i i � � 1 I I ---------J I III II I I I 1 � I I � 1829 Pearl Street i � i � ,�� i ' I ' �n i � � i � i W2 � � � � � � Boulder, CO 80302 i i � i � � - - - - � � � � , i i i� i � i i i�� F � � ' � � � � ' ' Dt�shed line of Class A insulated stainless steel p: 303.247.1100 i � ii i � i i , iii i, , i i i i i i i , i ,f � i , ( , ��i � i � , , � , � chimney pipe,l0"id- 12"od by Euroflues,straight run, f: 303.247.1101 i � i i i i i i i 3"x 3"x 7 GA.bam door I iu i f I i ( i i i i � � � � i i i � � i � i support frame,attach � i�r r� ( , , , i � - maintain min.2' clearance to combustibles , , , , , , , , , , , ,�� , , , � , San Francisco Office , � i � i i � i i i verts to underside of stL �i i i� Location of weight box, 120 V AC/24V AC/DC � , � i i i � � � � � � � � � � ,�� ,, , , � I , , � , 234 Hermann Street deck above and conc. electromagnetic release device,weight bracket& , � � � � � � � � � i�� � Attach sfil. ube frame to � � � � i i i i i � i i ( � ° 4� � speed control,provide min.8"clearance � i , i , � � San Francisco, CA 94117 slab below w/3"x 3 x � � �� � i � i i � i i i � g���i� o stl.bm.pe struct.dwgs.. ' i � � � � i i p: 415.377.9366 1/4"angle w/ 3/8"kwik _ r t ^ i i i i , � � � � � � � � � bolts @ t 8�b,typ.at 3 `�d', I ��� i� � provide fireproofing for stL i � i _ � � _ i � � Draftstop c� i i � � i , i #: 415:449.6624 � i i i-- - locations M ii� i � per A6.6 i I - --G - i � i� t i �-- --- -- - - --...._ �� i i i i � i � i i � i i i i �--- ----�-- �- - � � �� New metal roof t match VML, � � � i , � � i � Remove portion of clg.,GWB � 3"x 3"x 7 GA.steel door support � � ' � ' � , ; www.mosaicarchitects.com , o i i ------ stl.structure pPr struct.dwgs. � � � � � Centerline of Eurofocus chimne � � _ _ 8�double stud wall at Grand � � � frame,attach verts to underside R� � � � � � � � i ' Y info@mosaicarchitects.com ' of stl.deck above and conc.slab � , i i � Exist.2 layers i Annex side to accommodate , ( � � Centerline of Mason-Lite chimney ' 5/8"type X GWB � i i i i new fire door i ' ii - � below w/3"x 3"x 1/4"angle w/ _ � � i , to remain at Unit -� � � � � ' , �� � C 3/8"kwik bolts @ t 8�b,typ.at 3 � � � , � � � i i � � , �� � � � � � Class A dauble wall chimne b Duravent, model Y Y 301 side '� � � � � � 3"x 3"x 7 GA.bam door ---- - �� � locations � � � � i DuraTech Chimne 16"dia. er Mason-Lite s ecifications P4 i i i i �4 � i I i i i i Y• P P i � � support frame,attach horiz.to � i� i� � I � i � , � ' a verts w/3"x 3"x 1/4"angle w/ , i� Remove exist.GWB i ; i i � i � � , � �� � i� and double stud wall , � i i ' , � , 3/8"kwik bolts @ t 8�b,typ.at 3 � i � , i i , � � i locations i� i� at Grand Annex side , , � , i - Steel door support � � �� i���� to accommodate � . frame per � � � ii , , ew 3 1/4"mtl.stud wall i � i� rf new fire door Draffstop � � ii � i� i i w/ 1 Ipyef 5/8"tYPe X i � i� i� ( ' I ' i � � 3 � ii � �� � I � GWB � � i� i( ` Protect all finishes at Unit 301 � i � � , i i i � i � � � A6.s � � i i ;i i , i � I i� � side,typ. Stl. header as req'd � � ) � � i � i i ii � i� i i Heavy-duty single sliding bam � � ii � i� to support � i � � i � i � � i i� I i �i i I i door hardware track.GC to , ii �I exisfi.party wall � � � � � � � ( II I� I I � ' I� t� I 1 I � � � � Fire door box track, t i� i i �� � , i determine doorwt. 8�track _� � I ii � 1 layers 5/8"type X i � v � i , i � � i capacity i � i� � GWB af Grand Annex � t � i , ' i � � i _ hanger 8�track ; �, i ;i , , � , � ii � t � ,' � _ 0 � 0 � ii � ii i i i i I i� i side w/ 1 layer of � � � �' � � — - - - - - - - - - - - � J bracket i i� i i� , i , � i� i i � y i � i ii � i� i i i � � ii � QuietRockGWB ii� �t � �� �� i W2 E � i ii � i ,i , i i , � � i Coord.box out of i ii�� i i � � � i � � i , i _ Rear door binder i i{ i i i � � � , � � - � Remov ble i i� � �i i i � � � �o new op'ng with ��i � i � , i � � � i I �,� oo proposed built ins �i� � i i � i �` ' i i i � � wood'amb ! �� I i �i � � - I i I ' i � � � 1 I II I I I —�_ ------ � ' � �_ �� � I I � ( � I I I I ; I� I I 1 � � ( 2 I = \.J � �� � �i 'T � ( ' �( New 3 1/4"mtl.studs to replace � � � ' ' � i � � , � � � EIFS , O .= � i i i � i � �� Offset flue 30 degrees � i�i f i � , � � � — i i i i exist.double stud walf , � iir i i' i � ,' i � � i ii � i� ' � � � , � � � � ii i � ,i i i � , � i� , u, t i � � i i P2 i i� � �� i � i i� � i� Exist.2 layers 5/8"type X � � i i i i i i � i i i � , i Exist.structure � = > i i� i �i � � R e m o v e p o rt i o n o f e x i s t i n g , �i � i � , , C l a s s A m s u l a t e d s t a i n l e s s s t e e l c h i m n e y p i p e, _ i �� ( � �i � ; � � �� GWB to remain at Unifi 301 � �i� a � i � i � � 10"id- 12"od b ' � of art wall to . . � j i I i � > I � concrete slab,stl.deck,stL , � i � � y Euroflues,straight run, � p Y � ii � i� i i , � � � side iii i � i i � � �r remain t i� � �� � � i, � ' �� joist 8�party wall to , i� i i �f i , maintain rnin.2"clearance to combustibles I � i i� i i �i � i � x � � ---- ---- , , _ � i I � i � � i , i i� � �� � i ,�i � ( �( Remove existing double stud accommodate routing of , � �i i i � i , � , � , i � �� ( i �i � I � � i � � wall to accommodate new fireplace flues ; ��� � �� ; ; Attach stl.tube frame to stl.bm. i ii i i i i i�i i � � �� � �� � � � i I �I installation of new 3 1/4"mtL � / ��� � ,� � ( i � per struct.dwgs. I 2'_9%" i i i i i i� , i�i i� i i i i ii � i ii , � , , � � stud wall 8�steel doorsupport � � ii� v i � i � � � � � � �, New sched.flr.over � � iii � i � i i i i i i ii � i� i i � � � 'i frame,consult manuf.for � i i �i i i � i � New conc.roof tile over j ii � i� � i 45 min.fire door per i , � . . ewsf.conc.slab � i � i i � � � � 4"Natural stone � ii i �i � i 3 � , I i I P4 mstallation instructions , �� � i i , � � � stL structure perstruct.dwgs., � � I A6.3 � veneer over i � i� � i � �i � f i i � i TYPe,R2 ro�f cement i !I I 1 j) I � � — ---- —�-- — �-J—�—�--� I � � I ' I i ii � ii i i i � I � i' ==r-= _ -=r =�=1--- i � __ � backer bd. � t� I i �I I I L ------ i I � - ---;T T--- ,� - - i New stl.bm.per struct.dwgs., � i ii i i ii � � _ i � �' _ _ C Draffst . .'' ; i , � 2"x b"x b"end � � ' provide fireproofing per A6.6 3 5/8"mtl.stud Revisions: � � � er ode . ,,- , i i rain wd. lank i �-- - i ii � i� i i , � �� C p �'� �-'� i i � 9 p i PERMIT SUBMITTAL 2.16.10 � e , Draftsto er code i ii � ,i , i = _ ti ,,- � � p p wainscot � � i ii � i� i i -00 ----- i °° 1 layer5/8"type X - �- � � ---- --, i i I � i ;n PERMIT i-..--____ � °' � �� � i �i � � � _ -- - --- GWB at inside of door , . �! -� � i � i �--- F�cist.stl.bar joist 8�stl.beam, 3' i ° i c� L'� RESUBMITTAL 3.23.10 I II I � I x ry � i i� � �� � � LL' � � supportstructure �% � � � � providefire roofin erA6.6 ' i �, i �i � ( , z P 9 P f s t i Heavy timber -° co `,_-' i ii � i� i i Q Wd.casing 8�jamb ; , ; i iii See struct.dwgs.for ;%� � ' �-� - ; post per interior � i i i i i i � i iii ,� i � =_�__ ' elevations i i i � i o I new stl.bm.,�oist �� I � �`! � i ii � i� i i Q Removable � � � �i�, �ri Rearwall binder,attach to seat 8�s#I.joist i% i � % � MASTER BEDROOM � �, � � i �o i i, i i� i i � � � i� in steel door support frame � I New GWB clg.at Q � � C� 9 � i�I �i i modifications i � wd.casin i i i � �� � �� i , i ii, �ii w/3/8"x1"threadcutting ' bedroom � � i i �i i screws 2„ a a a e QI a .e i � i ii i i ii i i i i <. � � <- i � i ii � i� i � i I i �i i i i i Motorized flue dam per ;r � � , i ; � 16"clearance to all ��� 5��� 4„ ,. ,:. � i �i � i� � � � i � �� b manuf, 16"dia,link `�__ __-' ' ' combustibles at floor ' � = i � I � i I ��-�i� 45 min.fire door, Y i% i „ i , 63"Mason-Lite _ ' ._ w o i ii � i� i i Manually operated i � i f � ��� Saino Series 1000,RH slide to gas ignition ;,� � i �--- � i fire lace t Ei i � i� i i i i i �� ��� ' � r Ex osed mtl,flue b Euroflues,min. ' i p � , , wood pocket barn i i iu w/controlled speed weight ;r � r � p y � i � i � i ii � i� � � ��� �i� % � ° , 2°clearance to combustables � � ° � ii i i� ; � door 8�hardware by i i i i i�� 4 closing system-door to 4"nat.stone veneer , ° ( ao � , � � � � �� � �� � � Aren Design have 18 GA.min.carbon per interior fin. �'� , a` ; Offset 16"dia.flue above ,'�_-' _ � � ' i 16"dia.flue I II � I� I I I � � t�, lit A6.3 / � i i, i i ,i , � , � ( � �iI ��F steel facesheetsw/ sched. ��� ° I � .�`�, �r��'�� -- _ � � , above,see E-Trans � I I� , I ,I � � i i E I !U %;i x i --- � i ,� � �\ j — __^a � � _ o � i� i �i � � , � , -��1n honeycomb core,finish per Exist. partywall ;i ` � � � t � _ � U i i� i ,i , , � � �f owner/arch selection,link ' ° % ' � � � � � • �, -- _ , , �_ section for ��F C�(� � i ii ( i ii � � , � , E i� �i� . to remain ;� ° � 2"x 6"x 6"non-comb.nat.stone veneer , � -- i � � i^ uting �,''� '�.9 v i ii � � i� i i ; i ' � i�' ��� doorto fire alarm s stem %;: ; � _ � r� O i i �i i Y Min.2"clearance to ,,� � � at fireplace,match pattem of wd. , �\ ` ��L , � i �� 2 m i i� � i� � � , I , i�� �ii � wainscot � - _ ' ` " � � i i E i� , i � i � , ��, �i i � combustibles,no � i �' � � �, _ � o i � A6.3 N i ii � i� ' ( ' '� � insul behind firebox 1'- " '� r � ��,- - ' ' �- _ ' � SNYD R-SAK �t � � � �� ii� � � � �i � i� � � Z � i � i i F I �i i � � ,' - _ ' � � t� i r� i i � ` i ° C' C-305761 IL. .� i . , _ � i � � iii i�� ni � _ � � a- i � � � ii �� yoi _ � M Stone mantle �� � ; Freestanding gas fireplace by ,' '�1 _ I ' i . � Stone hearth � G � �i � i i i i w � .o x� _ i _ � � i ° i �i � ii i � Q ' °� � � ���� ��� ' °� � '' ' Euroflues,model Eurofocus 950 fa1(I � ' � � � i ii i ;i � � 3 0 � -� � ' � iii i�' iii oo .� Z ' ' '��� �� � °' = ' � i ���' ��;"';:, � � i i i � Q °� i � i i i i i t I n� � � x i�r 9 9 P ,� ��h' ;� � hei ht lass, rovide fresh air ntake � ' a -a � � � 1 1/2"thk.fire „ � X � � Ab.3 � Q � II I Q- ��i/l�i / i / I I � ,,,_� � i� � i i i i i E� �n ������ er manuf. i � � c i ii � � i� � � � � � � i iu ii n� � �f��i%� .e a a I ' p r - -�-- -�- - , � brickper , , � � � ii i i i I f i i o ,f��,�� � �. � i i _ , � i � owner/arch. Q � �i � i� i i i � i �u i�� u i ,- '%���� Q < . . . , , New stone tile floor—�.� � � ( � � ;: � � �� � ii i i , ( , iu i�I �u Mason-Lite fire box %!i�; ; over exist.�onc.slab i " -------, � i i � selection Drawing Title: , Enlarged � � �� � �� � � � � ��� �, ��� %, ; � ° i ii � i� i i i � ; iif ��`�ii -- I 8 a" � perfinish schedule i b- i i � � I II � I� I I � I I f�) (I I (U / I � I � D ^ f �� � �� � � � � � ��� ��, ��� _ . Q ; aa � ; � Plans � I II � I� I I I I I !!I !I I I11 N / I a ' ° I �p ! ! i i ii � i� i i i � i i�E t�� ��� Remove portion of exist. Hidden stl.support lintel � � ° �� � i i� � i� � � i i y�� �i in I � aL� ¢ i U i ii � i� i i Floor mtd.guide � ! � �ii i i� iii parfy wall to 1 1/2"firebrick per i � � i i � roller to accommodate new i i� i ,i i ' i iii i'� iE� owner/archselection I � � � i ii i ;i , , i � i iiF�Ct1iE fire door opening Gas log set ' � i i Exist.flr. i i � ' i ii � i� i i iii f i �i� _ � r i i ( � � �-- Date: 16 Februa 2010 X � ii � �� i i i � �i �i� � , - � i � New stone tile 1`-9° Stone hearth . �Y � at Unit 301 � �� � i� , i iu ��� n � F� � 4„ r�-�=;- � — ' ' � � • mosafc architects _ I _ Lift&Slide door by Point 5,re:door schedule � � Window sili below Wd.trim Operable door by C�CCf'llt2CtUf@, ( Po�►,t�,�e:aoo� planning, i � schedule green cons�lting —„ Exterior guard,�e: interior design 0 4 TYp.Solarium Post 8�Purlin: A6.4 Boulder Office *Break Metal wrap * 1/2"Plywood wrap 1829 Pearl Street *Mastic applied firproofing per UL X633 to stL structure Boulder, CO 80302 *StL tube per struct.dwgs.-fill with foam insuL p: 303.247.1100 f: 303.247.1101 Picture window b Point 5,�e:�naow scneauie San Francisco Office Y 3" Edge of conc.slab 234 Hermann Street %a 6'-11%., �,. San Francisco, CA 94117 p: 415.377.9366 Exterior guard,re: f: 4l 5.449.6624 4 � � ab.a � � www.mosaicarchitects.com info@mosaicarchitects.com 5 ENLARGED PLAN DETAIL AT SOLARIUM � ,i2°=��-a� � � � � � � � , � � � � � � J � � � O � O � � �"� = � O �� �� i 7�%6� 3'-0" 3'-1113/6' i — � ( � �•� i � � . . . .. � . � . � . -i-r---------------n--n-n � � . ,. r-- , , , , „ „� i i � 1 � � �� �� i i � � � � �� �� i � � � � � �� i i II I � �� �Ii . . . . . . . � . � .. . � . . � � � . . . � � I �i i i i � ii ii ( . . � � � . : ��.. = I ii ii iiiil � � . � . . . . . . . . � . . � � I ii � ii iiii � . . . . . . . . . . . . . . . . . . . . � . � � . . \ � F---��----------------u--�ii1 . . � � � . ( � � . ; � ; ; ; ; ;; ;� '�.--- Stair below floor structure. �- i ; ; � ; �� ;; � see building sections for � ' ' ' ' " " � re uired head room at overhan � i ; � � � �� �� i Q 9 i i � � � � �� �� i � �--�+---------------�-�;�;a � a--��- - - �T��T� �- - - - - - - i II � � �� {li I ii II iiill � � � ; ; ; ;� ;; � Revisions: � � � � �� �� 3 � � ; ; � � � � : � ; ' PERMIT SUBMITTAL 2.16.10 � ' � � � � � � ; � i ° �� � ; ! � ' ' Q PERMIT i ; ;i I j RESUBMITTAL 3.23.10 v i ! � � � � i , , � � � � i � � � � � � � ; � � � � � , � � � � � � � � � � ; � � ' I � i i i i i i i i I � v i 3'-g° 1j ; ' � ; j I I Q (E)VML wall/edge of deck � Max. I � � � i � ; i ; ' � i i � � i I � � � ' � I � , � , � � � ; ; ! I i ; ; ;I Shaped handrail on 1 1/2"x 5/8" � ' ' ' � � ; ; ; c=i • 4�-��� 1"s handrail 8� ost � � � � � i i � � � 0 to p rad,to match Charlie's Annex q• p _ o Max. � � � � � � � � ; ;� I c � _� 1I II 1 � ; � o ^ � � . I � � ; ; � i � TS 1 1 J4"x l t/4"x 3/T 6"at 4'-0„ � , m � � � � a � � � I � � i � Per code,4"dia.sphere not to ' ' � �' � � � � ' E-Transmi N max.spacing - i pass thru ballusters i 00 � ! � ^ � � � ! � p ; �� I O en to Below � , ��� ��C� C I , � g � r- � � � , � � 1"steel square post,to match /4 � 1/2"x 7/8"flat bar ; ; � } i � ! � f ; i '� '�„� i TYp i 2 _. � � � I � � � Sim. � � ii N . il I 1 I I � � Cr1C1f�1@�S Allf1BX � I I A64 ( �� I � i i � N i i i i 4 i i� � J � � II � � � � I I A6.4 , N c� 5!8"square ; ' � �- � � I ; ; � � � ; ; ; � ;( ' � SNYD R-SAK * � All connections welded per , , verticals,s aced , , g p �j o i e uall between � ' ' ' ' ' ' Stl.strin er late ' C� C-305761 /�. � Engineer,no exposed brackets � q Y ; ; ; ; ' ; per S6A � ; �'� � i � � � � � � li � � I , posts �' ''� � �„x 1/2"bottom rail � i i � i ; � i � � �/�RG � x i � � „ � � � � � � � � � , � � i � � , � � ; ; ;i � Baseplate Q post, hide below I =� i � I � 1 ; I I 3 ; � Q decking material.See plan below � i 1"sq.handrail 8�post ; ; ; ; ; ; Ab.a ; ; g � Drawin Title: � � Dashed line of steel � ; ; � � � � ! ; � I � � � � � � � � � � � strin er late erS6A i , St�ar � S��ar�Um (N�Stone decking , 9 p p , , d i �„ � � � � � � � �i � � � I ; ; ; o �, , , ; ; 2 � � ; � ; ;I , Details o � � Stone veneer wall o ; � A6.4 � � � � ; ; i +. , , � � � � � , , , � � i � � � � � � � � ; �i U � � Stl.handrail per � � I � I � ----------- ----- - ; - -- ------------ � '-- � `� � � � � `- ---- - - ---------- ----- ---- - - - - ----' � � � I 2 � I I ---- ---- -' `--------------- --------------� `-- -- --- ---- ---- -------------- ----------- -- --- ----- X ? ' ; A6.a `. � � ---- -----; ,------- - ---- - - -- ? i----- ----------- ---- --- -------- -------------- � I Date: 17 February 2010 w � � 11 1 � � � 1/2"x 7/8"flat bar � ; ; ; ; c 1/4"Baseplate, bolts 8� � �. i I � ; � ; � a plate per Engineer � i i � �; ; Project No. 0701 � i _ o � � ; , , 4 reads at 1 "ea � I o i ,� Down � � � � � � � � 5 isers at 7 4"ea. � � , „, � '� Weld square post to stL , , , , o = 1 i Per code,b"s here not ( � � � � � Drawn by: CCC,RAL,MAF i � � i � i � � .o �c_ � Q , stringer per direction of _ � - '- � Steel stringer plate per struct.engineer to pass thru triangular � „ � ; Q ^ � 56A space between bottom --- ------� �---- ---- -----------------� �----- ^ - -- - -- ------------- ------------- � Ed e of deck 8' �� - ��� • ; � � � ---- ---- - ----; ;- ----, �----- - ---------- - 0 9 $ dia.x 2 Z (imbed) rail and stair ---- -- ----------- - --------- , ; - -------------- - ------------ -------------- � Checked by: JESS,MAF 7� i � � � � � i _ � BASEPLATE PLAN g,�„ 4„ 3 -N - - - - - - - - - - �_ C�2010 mosaic architects i a6.� 4" 3'_Q" 3'_8„ � o NOTE:Grind all welds smooth and powder coat all railing components glossy black _ o Sheet: � � EXTERIOR GUARDRAIL ELEVATION INTERIOR STAIR SECTION INTERIOR STAIR GUARDRAIL ENLARGED STAIR PLANAT UPPER LEVEL � .� 4 3/4,�_��-0., 3 3/4�_��-0„ 2 3/4"=1'-0" 1 3/4.�_�,-0,. U � L}�(. . . . . . . . . . . . . . . . . V � . � . . . . . . . . . � . . � . . � . . . . . , �. . . . � � . . . . . . . . . . � . � . .. . . . . � . � . . . . . . � . . . � . . � . . . . . . . . . . . . � . . . ... . • . . . . � . . . �. . . . . . � . . . ' � . . . . . . . .�-5 � . . . . . . . � , . . . . . . � . . � � � � � . . . � . � . V . . . . . � . . � . . . . . � . � . . . . . � . � . � . � . � . . � . . � .. � N . � � . . . . . . . � . . � . . . . � . . � . . � . . . . . . � � . . . L . . � . . . .. . . � . . . . � . . . . . . � . � . . � . . . . . . � . . . . . . . FLOOR FINISH.REF:FINISH SCHEDULE � I SLOPE 2%MIN TO DRAIN � SLOPED REINPQRCEQ SE7TING BED ' . . . . . . . . � � � ,•t=`_4.._ - -__.+-..�:�_.__ {__ - ___ -_ _1,r.�, -- _' — _ _ ' � . . . . . . . . . . '__________________________________________ . . . � _ �_: _- --_ � _� - - - -- - - - - - - - - � - -- - 'v PLOOR FINISH.REF. �/� /� ' /� ;4:_- -_�_- _- _ _ _- _ _- ;R_ -'•Q;;��"_ - " :- - -�` " - "- _- - _� _ , , . -• • ;a- . - . _ _ FINISH SCHEDULE ,■■ �■■ ■■■ C_ ](/` --■ ■/` —_ . . . . . � . � � o. . •; ,,,j~^ ' ' ' , • d t . ` ' �a Y .— . . . . . . . --d.. • Q.d - - .'a . . `d . ', i°^ . . . . . . ■ ■ ■ O�/ �V'■ I Y -a' a-� � °� ., ' ,�a'- . . . . . �,4 ; n`�- - ' ^a• � � . . . . . . . . . . dQ . . - "a > 'a , � ._ . . .. . . � �. . � � . . . . d , . a. -a 3"• _ ' a � � .. � . . . � � . . . . � . � . . . . . � � . � . e. _~aa '" � - _ - " aA.. a.`e `aQ}Q . � . � � . . . . . . - :. _ , ' s _ : " Q�a. ` ` a`• ^�-- . . . .. �-ff'� ' Q • ' .Q�°' - d ' . -d • .d ' - - CLEAVAGE WATERPROOFING q : -, " . a , �'a _ 4 - _ a Crch�tects _ . '° � •"' � ' � , ' CONCRETE SLAB ON NIETAL - ' � . . -�� - � _ e, ' ,d,. ,a. �Q _ -,Q,� _,a • . MEMBRANE .,a - _ -, : ; - , '�°Q, _ a a- - _' . -Q DECK.REF:STRUCTURAL ',a' a_,_ `� , , • -o , - _ - - . . . . . . � . - " . ' � . � . ` . . . . . . . . . . . . . 'd ; . � - � ,e o. �- CONCRETE SLAB ON METAL DECK. : . -o .d: _ REF:STRUCTURAL CIrCI11t-G'CtUfe, SPRAYED FIREPROOPIN6 ON planning. B/0/METAL DECKING AND grG@t1 COC1SUItICIg, ALL SIDES OP EXPQSED STEEL Ifltel"101' C�@SI t1 SPRAYED FIREPROOfING g ON B/O/METAL DECKING aN�a«siues oF Boulder Office FULL WIDTH INSULATIQN EXPOSED STEEL 1829 Pearl Street Boulder.CO 80302 STEEL STRUCTURE, p:303.247.1100 STEEL STRUCTURE, f:303.247.1101 REF:STRUCTURAL REF:STRUCTURAL UL 263 DESIGN NO. N706 UNRESTRAINED -1 HOUR FLOOR ASSEMBLY - TYPE F2 UL 263 DESIGN NO. N706 UNRESTRAINED -1 HOUR FLOt�R ASSEMBLY - TYPE Fl San Francisco Uffice CONCRETE ROOFING TILE.MATCH 1290 Sutter Street. Suite 201 EXISTING. ATTACHED TO ROOF Wl San Francisco, CA 94109 "CEE-LOCK"METAL STANDING • 1 1/4"LONG GALV STEEL BARBED p:415.409.6660 ROOF BY BERRIQGE MFG CO ROOFING NAILS. ADJACENT ROWS f:415.449.6624 STAGGERED 41l2". — '- WATERPRQOFING MEMBRANE BASE SHEET-ASPHALT SATURATED RAG — - - _- _ _ FELT,CLAS5IFIED AS ROOFING SYSiEM. www.mosaicarchitects.com "- 5/8"PLYWOOD SHEATHING � - - - -- '�`�- _ - - ONE LAYER OF 43 LBS.OR 2 LAYERS OF info@mosaicarchitects.com � - -� ��'_ 30 LBS FELT. ATTACHEd TO ROOF DECK _ - - -'` _ - _ - WITH 3/4"LONG GALV STEEL BARBED FULL CAVRY INSULATION " - - -_" _- _ - _ _ 1 1/2"RIGID INSULATION _ - - - - _ - ROOFING NAILS SPACEd 30°O.C. - - _- LENGTHWISE AND 18°�J.C.ACROSS THE - --- - SHEETS. ADJACENT SHEETS ! ._ _ ..�. ,�..._._.•�- � - - 5/8"EXTERIOR GYPSUM SHEATHING, - OVERLAPPED 4". STEEL STRUCTURE,REF: " DENSDECK OR SIM. STRUCTURAL 5/8°EXTERIOR PLYWOOD SHE/�THING SPRAYED FIREPROOFING � p MEfAt RC30F QECK,REF: NAILING STRIP ON B/O/METAL DECKING STRUCTURAL - - - - - - - - AND ALL SIDES OF W � - � - - - -- � - --- � - - - - EXPOSED STEEL W a FULL WIDTH INSULATION 1 1/2"MINERAL l�R FIBER BOARD - - - - - - - - - - , - - - - - - z � � - - - -' - - - - '�-'- - - - - RESIUENT CHANNELS AS REQD. � 0 METAL ROOF DEGK, REF: ------ ------------------------ ------- - z Q � STEEL STRUCTURE.REF:STRUCTURAL a STRUCTURAL 5/8"TYPE X GWB Q J Z3 Z � Q� i - - _- - _ ; - - _- .,- _ STEEL STRUCTURE,REF:STRUGTURAL ` O ''. - � - - - - - - _ _ TYPE C2- 1XT8�G FIRE � � O � � --- � - _- _ _ SPRAYED FIREPROOFING ON � - _ - _ TREATED WOOd - - ={- - - - - - ''--- - - - - B/O METAL DECKING ANQ ALL - - - - � - SPRAYED FIREPROOFING ON Z U � ,z - - - - - = _ - _,� _- - _ _ � -_ __ _ , _�,_ _ _ SIDES OF EXPOSED STEEL -____� - - _ _ _ _ _ - _ B/O METAL DECKING AND ALL � � 2 = . -_____ - - t-_- --_____ - - - _- - -__ _ _ si�es oF exPOSEO sTeE� UL 263 DESIGN NO. N70b UNRESTRAINED -1 HOUR CEILING ASSEMBLY - TYPE C C � Q = _-_ �. '.;;_, ;:..:....... .. --__ - -- - - - ___ ,� ._ -- - - - �•�� �.--•:..:�,..- . .. .,...-_:. _. ..; .. - ••. • .�.�: :. ��- `•�••-•'•. • ,,. ` REFERENCE RCP'S ANQ FIRE -'-----___ "� ��'�"-' REFERENCE RCP'S AND FIRE ` W � �' , -'----- RESISTANT RATING SHEET FOR ------ RESISTANT RATING SHEET FOR `I � CEILING ASSEMBLY TY-PES CEILING ASSEMBLY TYPES � � Q 1�` � UL 263 DESIGN NO. N7(J6 UNRESTRAINED -1. HOUR ROOF ASSEMBLY - TYPE R1 UL 263 DESIGN NO. P5(12 UNRESTRAINED -1 HOUR ROOF ASSEMBLY - TYPE R2 � EXTERIOR INTERIOR EXTERIOR INTERI4R EXTERIOR INTERIOR EXTERIOR INTERIOR � - FLOOR/CEILING OR ROOF/CEILING ASSEMBLY - - FLOOR/CEILING OR ROOF/CEILING ASSEMBLY '- - FLOOR/CEILING OR ROtJF/CEILING ASSEMBLY - - FLOOR/CEILING OR ROOF/CEILING ASSEMBLY - _ -_ - ''� - _ ( - Revisions: . _ . ,_ •.. _; •_, ., , - - SEALANT TYPICAL - SEALANT TYPICAL _ �' SEALANT TYPICAL � SEALANT TYPICAL HEAD _ _- TOP RUNNER HEAD - � Tf3P RUNNER HEAD " _ TOP RUNNER HEAD � - _ TOP RUNNER , = ;' - -_ _ - PERMIT RESUBMITTAL 03.23.10 y - STEEL STUD-ALLOW FOR 4� _ STEEL STUD-ALLOW FOR � _- 1 1/4"TYPE S DRYWAlL SCREWS 12°O.C.�PERIMETER ( _ 1 1/4"TYPE S DRYWALL SCREWS 12°O.C.�PERIMETER - _- DEFLECTION,24°O.C. -� _ DEFLECTION,24°O.C. - AND IN THE FIELD. I - - AND IN THE FIELD. - -- „ „ 5/8°TYPE X GYPSUM WALL B<3ARD I - -- 5/8"TYPE X GYPSUM WALL BOARD 5/8 TYPE X GYPSUM WALL BOARD _ - 5/8 TYPE X GYPSUM WALL BOARD _ � _ 1"TYPE S DRYWALL SCREWS 8"O.C.@ PANEL EDGES - _ - _- 1 1/4"TYPE S DRYWALL SCREWS 8°O.C.@ VERTICAL JQINTS 'T� STEEL STUD-ALLQW F�?R DEFLECTION,24"O.C.,ALLOW 1" � - _ 1"TYPE S DRYWALL SCREWS 12"O.C.C�PANEL FIELD - 1 1/4°TYPE S DRYWALL SCREWS 8"O.C.C�4 _ AND WALL PERIMETER AND 12"O.C.C�INTERMEDIATE STUDS - -� AIR SPACE MIN.BETWEEN STUD WALLS � � STEEL STUD-ALLOW FOR DEFLECTION -_ _- VERTICAL JOINTS AND WALL PERIMETER - _ _ _ _- � -_ - � AND 12"O.C.C�41NtERMEDIATE STUDS - AIR INFILTRATION BARRIER�WALL TYPE W2 - � - - - HORIZONTAL RESILIENT FURRING CHANNEL - -- � - INSULATION - - WALL TYPE W2- EIFS TO MATCH EXISTING PLUS P2 WALL � - � - E-Transmissions: . � . . � - � � . � _� . . .R � � . .� � . _ � . ..R . . _ . � . . ��5 . . � . R � . � . ( -_ -4 M � � �� ��� . . _ 5/$ TYPE X GYPSUM WALL BOARD _ ;� — 5/8 TYPE X GYPSUM WALL BOARD _ ; 5/8 TYPE X GYPSUM WALL BOARD ,'_' S/8 TYPE X GYPSUM WALL BC�ARD ,`f�, O,p - ;I,:, _ ,�- I - _ 1"TYPE S DRYWALL SCREWS 8"O.C.C�PANEL EDGES �� "�a - = STEEL STUD-ALLOW FOR - STEEL STUD-ALLOW FOR _ AIR INFILTRATION BARRIER @ WALL TYPE W2 ( _ _ 1"TYPE S DRYWALL SCREWS 12"O.C.�PANEL FIELD � � DEFLECTtON,24°O.C. _ DEFLECTION.24°O.C. _ - ; _ _ 1 1/4"TYPE S DRYWALL SCREWS 12"t3.C.@ PERIMETER _ _ a . - AND IN THE FIEL0. � : 22 GAUGE METAL STUD @ 24°O.C.,WIDTH VARIES � PLAN _ PLAN - _ PLAN _- - PLAN ( - �, REF.P�aNS ' C- 05761 � _ : � � 1 1 J4°TYPE S DRYWALL SCREWS 8"O.C. - , -- 1 1/4"TYPE S QRYWALL SCREWS 8"O.C.�VERTICAL JQ1NiS �' STEEL STUD-ALLOW FOR DEFLECTION,24"O.C.,ALLOW 1" � 21/2"WIDf-22 GAUGE METAL STUD�24"O.C., �� �/� _-_ @�VERTICAL JOINTS AND WALL - - AND WALL PERIMETER AND 12"O.C.C�INTERMEDIATE STUDS - AIR SPACE MIN.BETWEEN STUD WALLS "�� ( �' 10'-0"MAX HEIGHT '�,,���"'�A��`��. � PERIMETER AND 12°O.C.C� - - �`' - �,`� ,..�: ;�T, INiERMEDIATE STUDS - SOUND INSULATION _ _ INSULATION � 4: INSULATION _ _ , -_ - � � Drawing Title: - -- HORIZONTAL RESILIENT FURRING CHANNEL .; -- WALL TYPE W2- EIFS TO MATCH EXISTING PLUS P2 WALL SOUND BARRIER - - � i � i - FIRE _ _ -_ - SOUND INSULATION _" iNSULATION I - INSULATION RESISTANCE - - 5/8"TYPE X GYPSUM WALL BOARD 5/8"TYPE X GYPSUM WALL BOARD ( - 1 1/4"TYPE S DRYWALL SCREWS 8"O.C.C� _- - - I ,. _ - " _ VERTICAL JOINTS AND WALL PERIMETER AND - 1 1/4°TYPE S DRYWALL SCREWS 8"O.C.C�VERTICAL JOINTS 1 t/4"TYPE S DRYWACL SCREWS 12"O.C.C�PERIMETER AND IN -`' S/8"TYPE X GYPSUM WALL BOARD SHEET SCALE : 3�� 1� Q�� - � 12"O.C.C�t INTERMEDIATE STUDS - -- AND WALL PERIMETER AND 12"O.C.C�INTERMEDIATE STUDS - THE FIELD. I '= 1"TYPE S DRYWALL SCREWS 8"O.C.�PANEL EDGES -� _ - -_ �-_ :a � _ 1"TYPE S DRYWALL SCREWS 12"O.C.�PANEL FIELD Date• Q3.23.10 _ ,_ -� _ . - 5/8"TYPE X GYPSUM WALL BOARD � � HORIZONTAL RESILIENT FURRING CHANNEL _ A!R INFILTRATION BARRIER C�WALL TYPE W2 � � - - _- - _ RESILIENT CHANNEL�24"O.C.ATTACHED TO EACH � - 5/8"TYPE X GYPSUM WALL BOARD -_ WALL TYPE W2- EIFS TO MATCH EXISTING PLGS P2 WALL _ � _ -" STUD W/1/2"TYPE S-12 STEEL SCREWS Project No: O�O 1 _ STEEL STUD-ALLOW FOR DEFLECTION, -_ : _ " - — STEEL STUD-ALLOW FOR DEFLECTION,24"O.C.,ALLOW 1" � BASE - � 24R�'�' BASE � _ BASE _- AIR SPACE MIN.BETWEEN STUD WALLS BASE = SOUND BARRIER Drawn b : AuthOf - ; STEEL STUD-ALLOW FOR DEFLEGTION,24"O.G - ( _ y _ ,-_ _ _ , _ -� BOTTOM RUNNER - 801TOM RUNNER � s'� BOTTOM RUNNER ( BQTtOM RUNNER -- -_ - -- - I Checked by: Checker - � SEALANT TYPICAL - -- SEALANT TYPICAL - SEALANT TYPICAL I - SEALANT TYPICAL _ -- � C 2009 tnosaic architects _ FLOOR/CEILING OR ROOF/CEILING ASSEMBLY _ - FLOOR/CEILING C}R RC}G?F/CEILING ASSEMBLY � -_ FL�?OR/CEILING QR ROQF/CEILING ASSEMBLY � _ FLOOR/CEILING OR ROOF/CEILING ASSEMBLY O I 1�� I (N) OR (E} MEfAL STUD WALL Sheet: ��c ANSI/UL R3501. DESIGN NO. V450 -1 HOUR - TYPE P1 ANSI/UL R3501, DESIGN NO. V450 -1 HOUR - 50 T0 54 STC SOUND - TYPE P1 A ANSI/UL R263, DESIGN NO. V44f, -1 HOUR - TYPE P2 8� W2 ANSI/UL R263, DESIGN NO. U419 OR U451 STC 56+ -1 HOUR - TYPE P3 * JOINTS STAGGERED 24"ON EACH SIDE AND ON OPPOSRE SIDES JOINTS STAGGEREd 24°ON EACH SIDE AND ON OPPOSITE SIDES : NOTE:SUBSTROTE TYPE X GLASS MAT WATER NOTE:SUBSTITUTE TYPE X WATER RESISTANT 1� RESISTANT BACKIN6 BOARD AT SHOWER AND BACKING BOARD AT ALL OTHER TILE � TUB TILE LOCATIONS LOCATIONS . . . . . . . . . . � . . . . . � � . � . . . . . . . �. . � . 't..: . . . � . . . � . . . � . .. . � . . . . . . . . � . . . . . . � � . . � . . � . . . � . . � . � � . � . � � . . . . . � � . �,�.�.. . � � . .. . . . . .. . � � . . . . . . . . . . . . . . . . ��," . � � � . � � � . . . . . . � . . . � .. . . � � � . . . . . . � . � � � � . : . �4 ��� T���� . . . . . . . . . . . . � . . . . � . .. . . . . . .. . .. . ' .�'"ti - .. . � . . , . � � . . � . . . : � . � � � . � � � . � . . . . . . - . � UL MARKED MASTIC COATING- UL MARKED MASTIG COATING.. � C�3ATING SPRAY.BRUSH OR CC?ATING SPRAY.BRUSH f3R . m C��a I � � .., TRC?WEL APPLIED DIRECTLY FROM -,^' � =�_ TRdWEL APPLIED DIRECTLY FROM . ° - -�• • -•- CONTAINERS TO THE DESIRED =�° : CONTAINERS T0 THE DESIRED Q�CI11'F2CtS-, � THICKNESS.SEE UL 263,DESIGN � - THICKNESS.SEE UL 263,QESIGN - - NQ.Xb33 TABLE FOR FINAL DRY NO.X634 TABLE FOR FINAL DRY " THIGKNESS FC?R STRUGTURAL- '. � THICKNESS�FOR STRUCTURAL _ MEMBER � - MEMBER _ -- - architecture, � ,,' STEEL TUBE CfJLUMN-SHQULD BE �~-�•, ,,'.' STEEL PIPE COLUMN -SHOULD BE (�IqClt11t1C�, - ' ' ''-'�' FREE C�F DIRT,LOOSE SCALE AND '�"='"•-��-'r"•`=� FREE OF DIRT,Lf�OSE SCALE ANp � OIL. CC�LUMN SHALL BE PRIMED OIL. COLUMN SHALL BE PRIMED (�f(3E:11 GOC1SUItlt1�, 2 WtTH 0.0031N.DRY FILM THICKNESS WITH 0.0031N.DRY fILM THICKNESS ICit@flOr C�GSIgt1 OF MODIFIED ALKYD,EPDXY, OF MODIRED ALKYD,EPDXY, - - FLOOR FINISH,RE:FINISH SCHEdULE _ _ ORGANIC IINC OR INORGANIC ORGANIC ZINC OR INORGANIC ; ZINC BASED PRIMER ZINC BASED PRIMER BOUldet'�fflCe 1829 Pearl Street Boulder.CO"80302 p:303.247.1100 _� __ __ _._ _._ _— __ __ __ _ — — __ — _ __ � ___ � ;_ __. _ ___ __:_ __ _-_ _— _ __ __ __ __ � ANSI/UL 263 DESIGN NO. X633 - 1 HOUR RATING QNSI/UL 263 DESIGN NO. X634 1 HOUR RATING f:sos.24�.>>oti — coNCR�rE s�a,B,RE:srRUCr San Francisco Office 1290 Sutter Street.Suite 201 San Francisco. CA 94109 p:415.409.6660 f:415.449.6624 C�MPOSITE STEEL DECK.RE:STRUCT WELDED WIRE FABRIC- PER STRUCTURAL. ° �— www.mosaicarchitects.com bX6-10/10 SWG � �F ,_ Q - �- • 9 4 SHEER CONNECTOR- (C?PTIONAL SEE STRUCTURAL IF infoQmosaicafchitects.com - -0--$<-.=`°`a a{ a _ NEEDED)STUDS.5/8"DIA HEADED TYPE OR -:,a- -.� -, ' -°� EQUIYALENT PER AISC SPECS WELDED TO THE TOP - " FLANGE OF BEAM THROUGH THE STEEL FLOOR UNR NORMAL WEIGHT CC�NCREiE-PER. STRUCTURAL.COMPRESSIVE STRENGTH 4000PSI.EITHER CARBONATE OR SILICEOUS AGGREGATE MAY BE USED. UL MARKED MASTIC AND INTUMESCENT COATINGS- UNIT WEIGHT 148 LBS/CU.FT. MIN COATING SPRAY OR BRUSH APPUEQ IN ACCORDANCE � - SfEEL JOIST WITH HORIZONTAL CONCRETE THICKNESS,AS MEASURED WITH THE MANUFACTURER'S INSTRUCTIONS ATTHE MIN BRIDGING WELDED TO TOP AND PROM TOP PLANE OF STEEL FLOOR DRY THICKNESS OF 60 MILS. THE THICKNESS INCLUDES � BOTfOM CHORDS OF EACH JOIST,RE:STRUCT AND FORM UNITS IS 21/2 IN. THE 1 MIL.OF PRIMER.FWTES OF STEEL FLOOR AND � PORM UNITS ABOVE THE BEAM NEED NOT TO BE FILLED ' � W OR PRQTECTED. SEE UL 263,DESIGN NO.Nb13- �' - Q - STEEL FLOOR AND FORM UNRS, — STEEL BEAM-W6X72 MIN.SIIE.(SEE STRUCTURAL FOR . Z O � , PER STRUCTURAL.1 1/2,2 OR 3 IN SIZE). BEAMS SHALL BE FREE OF DIRT,LOOSE SGALE AND Q —� � NO.25 MSG GALV.STEEL METAL FURRING DEEP FLUTED UNITS,WELDED TO � OIL. BEAMS SHALL BE PRIMED WITH A PHENOLIC � z � - CHANNELS,7/8"DEEP Q 24"O.C. gEqM - MODIFIED ALKYDRESIN AT A NOMINALTHICKNESS OF 1 /''\ — MIL. � ) � O `J ANSI/UL 263 DESIGN NO. G502, UNRESTRAINED ASSEMBLY RATING--1 H4UR - TYPE-F1 tJz'GYPSUM BOARD, iNSra��E�w/�oNG �inn. Q - � U - PERP.TO FURRING CHANNELS W J WAILBOARD SCREWS � sPacEQ t z'(3.C.AND LOCATfD NO LESS THAN 1�2"- ANSI/UL 263 DESIGN NO. N613 UNRESTRAINED BEAM RATING -1 HOUR z O •� FROM BUTfED SIDE AND END JOINTS. r , ' � � � : LJJ J . ._ � : � .Q I..L� � . V _ " EXTERIOR _ INTERIOR_ EXTERIOR INTERIOR_ _ . , ,_,� - FLOOR/CEILING C?R ROOF/CEILING ASSEMBLY �,,:, — — ,• FLOOR/CEILING OR ROOP/CEILING ASSEMBLY � � ~~� ' SEALANT TYPICAL I}-. I;•,� SEALANT TYPICAL Revisions: ., ,r ; �- �:_; �-; TOP RUNNER _ TOP RUNNER I�':: - 1�PERMIT RESUBMIITAL 03.23.1 HEAD _t `: _ HEAD �� : vAPOR R�rARaeR : , �` - _;, aPERMIT RESUBMITTAL 04.12.1 EXISTING 5/8"TYPE X GYPSUM WALL BOARD - _ AIR INFILTRATION BARRIER °_ '' �•_, -_;" ,, _* I ; ,- 5!8"TYPE X GLASS MAT GYPSUM SHEATHING - 1/2"TYPE X GYPSUM WALL Bf�}ARD �- - 1 TYPE S DRYWALL SCREWS 8 O.C.C�PANEL ED6ES - I:�_ �:- 1"TYPE S DRYWALL SCREWS 12"O.C.C�4 PANEL FIELD ,: ._. . ;;_ '- � :- � _ , ` STEEL STUD-2 1/2°MIN:WIDE W/1 3/8°tEG MIN.1/4" � 5/8"TYPE"X GYPSUM WALC BOARD FLANGE IN LEGS MIN.,FABRICATED FROM NQ.25 GA I �- I�', 1"TYPE S DRYWALL SCREWS 8"O.C.�PANEL EDGES = GALV STEEL,SEE ENLARGEQ PLANS FQR STUD SIZE,24" I-�` 1"TYPE S DRYWALL SCREWS 12"0.C.@ PANEL FIELD _ •- ; � ' O:C:;AL10W"FOR DEFLECTION, '� �.: . . . � . � . : . . . . . . �. . . . . . � . � _r . - � � . . � '"" � EIFS TO MATCH EXISTING,REF.ELEVATIONS :• 1"SELP-DRILLING.SELF-TAPPING STEEL SCREWS LQCATEQ 8" ��'�� �:� �, O.C.@ JOINTS ANQ 12°O.C.@ FIELd I Y'" .�_ STEEL STUD-ALLOW FOR DEFI:EGTION f`�. E-Transmissions: ,_; � -, � ' •- — EXISTING 5/8"TYPE X GYPSUM WALL BOARD I;,, I;; 5/8"TYPE X GYPSUM WALL BOARD ��• �• �::• ' • 1"TYPE S DRYWALL SCREWS 8"O.C.�PANEL EDGES .`�(i�� co`�i� � �� �� 1/2"TYPE X GYPSUM WALC BOARD I•,:_ ''•- 1"TYPE S DRYWALL SCREWS 12"O.C.C�4 PANEL FIELD �Q' 9 , �. � I,; ,_: 5/8"TYPE X GLASS MAT GYPSUM SHEATHING � N ':, STEEL STUQ-2 1/2°MIN.WIDE W/1 3j8"LEG MIN,1/4" -• '. 1°TYPE S DRYWALC SCREWS 8"O:C."C�PANEL EDGES " * • 'K 't' - FLANGE IN LEGS MIN.,FABRICATED FROM NO.25 GA �-„� �� � 1°TYPE S DRYWALL SCREWS 12"O.C.C�t PANEL FIELD r •305761 � PLAN - GALV STEEL.SEE ENLARGED PLANS FOR STUD SIZE,24" �," �:, O.C.,ALLOW Ft3R DEFLECTION, PLAN �� - �: 6"WIDE- 22 GAUGE METAL STUD C�24"O.C., 15'- �/'js ��� - — 1°SELF-DRILLING.SELF-TAPPING STEEL SCREWS LOCATEQ 8° �_�• -- 0"MAX HEIGHT-ALLOW FOR DEFLECTION �AR� __ - ' O.C.@ JCIINTS ANQ 12"O.C.@ FIELD �`-- - AIR INFILTRATION BARRIER -;- _ I; -_ - �s.,, - VAP�R RETARDER Drawing Title: _ _ SOUND INSULATION.UL MARKED - - i i�:- FIRE r_, .. :. -�, . •; ,; SOUND INSULATION,UL MARKED '"' -� �;: ---------- STEEL STUD-ALLOW FOR DEFLECTION R ES ISTA N C E � ,� 1/2"TYPE X GYPSUM WALL BOARD ,'. _ EIFS TO MATGH EXISTING,REF.ELEVATIt�NS - �',- �,- _: • .. .., ,, �� 5/8°TYPE X GYPSUM WALL BOARD ,� _ �_ �� � '' 1"SELF-DRILLING�SELF-TAPPING STEEL SGREWS LQCATED 8" �:;,= J� SHEET SCALE : 3 - � O _ _ 1°TYPE S DRYWALL SCREWS 8°O.C.@ PANEC EDGES - O.C.@ JOINTS ANQ 12°O.C.@ FIELD I'�� � 1°TYPE S QRYWALL SCREWS 12°O.C.�PANEL FIELD �' '� �',. ,, �. =: EXtSTING 5/8"TYPE X GYPSUM WALL BOARD w Date:__ o�.2s.�o _ I;': 5/8 TYPE X GLASS MAT GYPSUM SHEATHING - �, �-'� Pw� 1"TYPE S DRYWALL SCREWS 8"O.C.C�PANEL EDGES �; _ STEEL STUD-2 1/2"MIN.WIDE W/1 3/8"LEG MIN.1/4" �;,` :� 1"TYPE S DRYWALL SCREWS 12°O.C.@ PANEL FIELa Project No: 0701 :_ FLANGE IN LEGS MIN..FABRICATEd FROM NO.25 GA � ; ';•" •�: GALV STEEL,SEE ENLARGED PLANS FQR STUb SIZE,24° B A S E I : :�' AIR INFILTRATION BARRIER B A S E °- �_: o.c..ALLOW FOR DEFLECTICIN, ; Drawn by: Author _ I-` VAPOR RETARDER `-"' ,� BOTTOM RUNNER ��- �.•.: - .:_� _ I;_r BOTTOM RUNNER CheCked bY� Checker _ - — SEALANT TYPICAL I�:= - SEALANT TYPICAL - �_';, (:`,� : FLOORJCEILING OR ROOF/CEILING ASSEMBLY � �_; PLO�R/CEILING OR ROOF/CEILING ASSEMBLY C�2004 masaic architects Sheet: ANSI/UL R3501, DESIGN NO. Y401 -1 HOUR - TYPE P4 ANSIlUL R263, DESIGN NO. U414 QR U451 -1 HOUR - TYPE Wl m NOTE:SUBSTITUTE TYPE X GLASS MAT WATER NOTE:SUBSTITUTE TYPE X WATER RESISTANT _ _ RESISTANT BACKING BOARD AT SHOWER AND BACKING BOARD AT ALL OTHEB TILE ' TUB TILE LOCATIQNS LCICATIONS • � � ' ' , � • masa � c architects architecture, planning, green consulting, interior design Boulder 4ffice 1829 Pearl Street Boulder.CO 80302 p:303.247.11 DO f:303.247.1101 San Francisco Office 1290 Sutter Street, Suite 201 San Francisco, CA 94109 P:415.409.6660 ---- f:415.449.6624 www.mosaicarchitects.com info@mosaicarchitects.com DOOR SCHEDULE WINDQW SCHEDULE DESCRIPTIO WINDOW TAG ROOM NAME N FIRE RATE HARDWARE NOTES _ TAG ROC?M NAME TYPE U VAWES SHGG FRAME SIZE (W X H) NC?TES _ /\ 103 A M.BATH Interior Swing; Privacy 104 A M. BEDROOM Custom U-0.34 SHGG-0.34 96"x 16" Fixed,Tempered. � ' �X� 109 B SOLARI UM Custom U-0.34 SHGC-0.34 50"x 72" Fixed,Tempered. � m 103 B M.BATH Glass Door,24 x Erameless Glass Shower 109 C SOLARIUM Custom U-0.34 SHGG0.34 76"x 86° Fixed,Tempered. � ,Wr� 96 Surround,pravide soap 109 D SOLARIUM Custom U-0.34 SHGC-0.34 76"x 86" Custom Sliding Window with Lift/Slide � v scum resister Hardware.Tempered w � 103 C M.BATH 61ass Door,24 x Frameless Glass Surround 109 E' SOLARIUM Custom U-0.34 SHGC-0.34 76"x 86" Fixed,Tempered. � Q � ' 114 A Skylight U-0.4 SHGC-0.5 33"x 64" Fixed,Motorized Shade J 104 A M. BEDROOM InteriorSwing, Privacy � Z � 32 x 84 114 B Skylight U-0.4 SHGG-0.5 33"x 64„ Fixed,Motorized Shade � �'\ — O 104 B M.BEDRQOM Exterior Slider, Entry Lockset 203 A BED 2 U-0.34 SHGC-0.34 36 x 84 ( ) � O 9 6 x 9 d Q �,,.r Z U 1 C}5 A S T O R A G E I n t e r i o r S w i n g, P a s s a g e N o T r i m � � 28 x 84 ? � �� 107 A KITCHEN Interior Swing, 20 Minutes Entry Lockset Hail Elevation to match ` � � 36x84 VML,Interiorfo match � � � Grand Annexspecs. � �'1/ � 108 A LIVING Custom Pocket, Lockset,TBD Custom Barn Door by Aren � �"�� VIF Design � 108 B LIVING Custom Pocket 45 Minutes Lockset,TBD Saino Series 1000 manual FIRE DOOR,VIF door by Chase Doars,w/ r � controlles speed weight `./ closers system,ul labled mod��a�doa� W H ED LE H EET N TE l d9 A SOLARI UM Exterior Swing Entry Lackset ■ � I N D O �� � � � � w/Sidelights.30 x 96 l ld A POWDER InteriorSwing, Privacy l.ALL WINDC.?WS,INCLUDING SOLARIUM,MANUFACTURE T4 MATCH WOC}D SPECIES, EXTERIOR CLADDING& 32 x84 INTERIOR WOOD FINISH TC3 MATCH UNIT 301 200 A HALL interior Swing, 20 Minutes Entry Lockset Hall Elevation to match ReVisiOns' 34x80 VML,Interior to match 2.ALL FRENCH DC30RS TO BE WEATHERSTRIPPED. PROVIQE SCREEN DC?URS. � Grand Annex specifications 3.ALL WINDOWS TO SWING OUT WITH SCREENS AT INTERIt�R. PROVIDE JAMB EXTENSIONS AS NECESSARY PER CLIENT MTG 02.08.10 200 B HALL InteriorSfider, Passage Custom Sliding Bam Door WALLTNICKNESS.CASING AND SILL PER FINISH SCHEDULE. PERMIT SUBMITfAL 02.16.10 53 x 84 by Aren Design � PERMIT RESUBMITfAL 0323.10 20Q C HALL Cabinet Pair Dummy 4. PROVIDE TEMPERED GLASS AT ALL DOORS,SIDELIGHTS,SHOWERS, NEXT TO TUBS AND WHERE REQUIRED BY Swing.60 x 84 CC)DE 200 D HALL Custom Pocket, 5.SEE ELEVATIONS FOR WINDOW CONFIGURATICJNS,faPERABLE VENT LOCATIONS ANQ TOP OF WINDOW VIF LOCATIONS. 202 A BATH 2 Interior Pocket, Privacy 30 x84 6.WI��DOW 51ZES AND CONFIGURATIONS ARE FOR GENERAL INFORMATION ONLY.CONTRACTOR TO SUBMIT 202 B BATH 2 Glass Door,24x Frameless Glass Shower MANUFACTURERES DATA AND SHOP DRAWINGS FQR ARCHITECTS APPROVAL. FIELD VERIFY ALL SIZE AND 84 Surraund,provide soap DIMENSION REQUIREMENTS. scum resister 7,W�NDOWS TO MEEf WIND LOAD CRITERIA PER C(JDES. 202 C BATH 2 Glass Doar,28 x Frameless Glass Surround � 8. REFER TO STRUCTURAL DRAWINGS FOR WINDOW HEADERS,ALL HEADERS TO BE INSULATED ON INSIDE WITH E-Transmissions: 2Q3 A BED 2 interior Swing, Privacy 2"RIGID INSUTATION IF POSSIBLE. 30 x 84 (�� �',��O � 2d3 B BED 2 Exterior Siider, Entry Lockset 9.WINDOW SIZES GNEN ARE ACTUAL WINDOW UNIT SIZES AND DO N�T INCLUDE ROUGH OPENING. ,��('i � 72 x 90 ,�P '9p 204 A BEQ 1 Interior Swing, Privacy N so x 8a � S AK � 204 B BED 1 Exterior Slider, Entry Lockset �'' G305761 �. 96 x 96 �� ,�V 204 G BED 1 Interior Slider, Custom Sliding Bam Door �/� ��"� 36 x 96 b Aren Desi n �',' Y 9 �`, �''�°°•���.,..�.,=�: 205 A BATH 1 Interior Pocket, Privacy /� 30 x 84 2QS B BATH 1 Glass Door,28 x Frameless Glass Surround DfaWing Title: 84 205 C BATH 1 Glass Door,24 x Frameless Glass Shower w)N��W & 84 Surraund,Provide soap p scum resister �001� SCHEDULE R SC E LE ES oat�: 03.�3.�o 1.ALL INTERIOR DOORS USH RECLAIMED WOOD,NORIZONTAL GRAIN. Project No: 0701 2.PROVIDE ENTRY LOCKSETS WITH DEADBOLTS AT ALL EXTERIOR DOORS.PROVIDE PRIVACY DEAD BOLTS ON ALL BEDROOM AND BATHROOM DOORS. HARDWARE FINISH TO MATCH UNIT 301.SUBMIT COMPLEFE HARDWARE SCHEDULE FC?R APPRC?VAL PRIOR TO ORDER. PROVIDE pOC7R STOPS AT ALL DfC1WIt by: CC, RL, MF DOORS. 3.ALL DOORS TO BE CENTERED IN OPENING OR ON 5"JAMB. U.O.N. Checked by: ,JESS 4. PROVIDE SCREEN DOORS Q ALL EXTERIOR DOORS. C�2009 mosaic architects Sheet: s : � �' _ GE ERA �. NOTES � �0 0 � . 1 . LIVE LOADS USED IN DESIGN: 4. STRUCTURAL STEEL ♦1 1 1 �S�j I � A, ROOF (SNO�y) GREATER THAN 4/12 80 PSF A, ALL STRUGTURAL STEEL SHALL CONFORM TO AST�I A36 EXCEPT WIDE FLANGE BEA�IS 4/12 AND LESS 100 PSF pCC�')It@CfS y�HICH SHALL CONFORM TO ASTM 992, (50 KSI ) AND EXCEPT PIPE COLUMNS �1-IICH B. TYPICAL FLOOR 40 PSF � SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. C. �MPORTANCE FACTORS �IISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. CATEGORY 11 B. ALL STRUCTURAL BOLTS SHALL BE A325N �NSTALLED TO A MIN �MUM SNUG TIGHT SE I SM IC FACTOR I E 1 .0 C1rCf11t2CtUr2, SNO�y FACTOR IS � p CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED : NIIND FACTOR I�y 1 .0 OTHER�yiSE. �J�C1C1C11C1g, � ���:� � �n< C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE �yITH THE gr@'G'11 COt1SUItltlg, D. �yIND Q LATEST PROV IS IONS OF A ISC "I�ANUAL OF STEEL CONSTRUCT ION." It'1t2rIOr CIeS1 t�l 3 SECOND GUST 90 �IPH ±� g EXPOSURE 6 � p, EXCEPT wF-IERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL E. SNOW �'� CONNECT I ONS PER A ISC "MANUAL OF STEEL CONSTRUCT I ON" (ASD), TABLE 1 1 -A BOUICI@C OffIC@ GROUND SNOH/ LOAD P ' 140 PSF AND/OR A ISC "S I�IPLE SHEAR CONNECT ION MANUAL" �yITH A325 N BOLTS (OR �IyELDED 1829 PeQfl Stt"e2t 9 EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS Boulder,CO 80302 FLAT ROOF SNO�y �OAD Pf 100 PSF SNO�y EXPOSURE FACTOR Ce 1 .0 E. ALL 1NELDERS SHALL HAVE EV IDENCE OF PASS ING THE AMER ICAN 1NELD ING SOC I ETY 303.247.1 100 THERMAL FACTOR Ct 1 .0 STANDARp QUAL IF ICAT IONS TESTS AS OUTL INED IN A�1yS-D1 .1 . p: 303.247.1101 ' F. SE ISM IC F, �11N IMUM 1NELDS TO BE PER A ISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONT INUOUS SITE C�ASS (ASSUMED) D FILLET UNLESS NOTED OTHERWISE. Sqn FfaC1CISC0 OffIC@ CATEGORY B SS 0.284 G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECT IONS, PROV IDE HOR IZONTAL SHORT 234 Herman Street S1 0.068 SLOTS IN coNNECTioN MEM�ER oN�Y (WT-SECTIONS, ANGLES OR SHEAR PLATES). SanFrancisco, CA94117 SDS 0.298 p:415.377.9366 SD1 0.109 H. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY YyITH ALL f:415.449.6624 BAS IC SE IS�11C FORCE RES IST ING SYSTEM IS STEEL BRACED FRAME - STEEL EREGT ION STANDARDS AND TO YyITHSTAND.ALL CONSTRUCT ION AND/OR SEISMIC RESPONSE COEFFICIENTS CS' 0.092 LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE C01�PLETED AND PERMANENT RESPONSE MODIFICATION FACTOR 3.25 LATERAL SYSTEMS AND DECKS ARE IN PLACE. ANA�YS is PROCEDURE uSED NoT APP� iCAB�E Q www.mosaicarchitecfure.com G. LiVE LOADS ARE REDUCED PER CODE iF APPLiCABLE. 5. METAL DECK info@mosaicarchitecture.com H. CODE USED IN DES IGN: INTERNAT IONAL BU ILD ING CODE', 2009 ED IT ION. A. UNLESS NOTED OTHER�yISE, DECK SHALL BE SHOP-PA INTED STEEL, SHALL BE OF THE TYPE CALLED FOR ON THE FRAMING PLANS ANp SHALL BE T� SPAN MINIMUM wF-IERE POSSIBLE.SINGLE SPAN DECK CONDITIONS SHALL BE SHORED. DECK SUPPLIER � 2. TESTING, INSPECTIONS AND OBSERVATIONS: SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH �yITH FIRE PROOF WG REQUIREMENTS. � ! B. DECKING SHALL BE INSTALLED AND ALL OPEN �NGS IN DECK CUT AND REINFORCED IN � A. THE STRUCTURAL ENGINEER DOES NOT'PROVIDE INSPECTIONS OF CONSTRUCTION. ' ACCORDANCE �yITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS n 1 STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE EXCEPT AS NOTED OTHER�yISE. � 1 CONSTRUCTION; SUCH OBSERVATIONS SHAL� NOT REPLACE REQUIRED � INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL C. �yELDING REQUIREMENTS SHALL BE AS FOLLO�yS UNLESS NOTED OTHER�yISE ON DRAWINGS. � � INSPECT IONS" AS MAY BE REQU IRED BY CHAPTER 17 OF THE INTERNAT IONAL 1 , ATTACH ROOF DECK TO SUPPORT BEAI�S, STEEL JOISTS OR PLATES �yITH 5/8" �� BUILDING CODE. PUDDLE y�ELDS AT 6" (7 �yELDS PER SHEET MINIMUM). B. THE FOLLO�yING �RK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS 2• LONGITUDINAL JOINTS BET1�yEEN ADJACENT ROOF DECK UNITS (SIDELAPS) SHALL /� � SPECIFICALLY �yAIVED BY THE BUILDING OFFICIAL. BE �yELDED (SCRE�yED, ENGINEER T0 VERIFY) PER MANUFACTURER ` RECOM�ENDATIONS AT ONE LOCATIONS PER SPAN. O 1 . CONCRETE CONSTRUCTION 3. ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK �yITH 5/8" DIAMETER PUDDLE �yELDS AT 12" ON CENTER. � a. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SA�IPLED 4. ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EAGH � � O TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND - INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT N/ITH ^1 � A IR CONTENT TESTS AND DETERM INE THE TE�IPERATURE OF THE 5/$" D IA�IETER PUDDLE �yELD. PROV IDE �yELD �yASHERS AS REQU IRED. W � CONCRETE. 5. LONGITUDINAL JOINTS BET�yEEN ADJACENT FLOOR DECK UNITS SHALL BE � � b. PER IOD IC INSPECT ION FOR MA INTENANCE OF SPEC IF IED CUR ING FASTENED TOGETHER AT 36" MAX IMUM SPAC ING �yITH 5/8" D IAMETER PUDDLE ' '`�., ������ � � � 0 y�ELDS . FASTEN FLOOR DECK TO PARALLEL @� Q�ar� ����40�� U TEMPERATURE AND TECHNIQUES. AND PERI�IETER BEAMS AT 12"ON CENTER. y@ � �6 # � � _ 2. STEEL CONSTRUCTION �� � ,� ` 6. NON-STRUCTURAL ELEMENTS � � ;, n � �— � a. ALL y�ELD WG SHALL RECE IVE CONT INUOUS SPEC IAL INSPECT ION A, ELEMENTS SUCH AS NON-BEAR ING PART IT IONS, ETC. ATTACHED TO AND/OR �i � EXCEPT THE FOLLO�yING: SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND <' U.� � 1 . �yELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN OTHER STRUCTURAL MOVE�IENTS. ��'�'� �`'� ACCORDANCE WITH SECTION 1704.3. � &� � g�'�° . � � �� b. TH SP I A I P T R E EC L S EC 0 EED OT BE 0 TI Y PR T N N N C uous� ESE N �� � �- � � N N B, F IRE PROTECT ION FOR ALL STRUCTURAL PARTS SHALL BE PROV IDED AND SHALL MEET � �r�^�,���'@ �'� DURING �yELD WG OF THE FOLLO�y1NG ITEMS, PROVIDED THE MATERIALS, AL� CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ��t�''����� �yELDING PROCEDURES AND QUALIFICATIONS OF y�ELDERS ARE ARCHITECTURAL DRAy�INGS. STRUCTURAL STEEL �IEMBERS SHALL BE CONSIDERED � O VERIFIED PRIOR TO THE START OF wORK; PERIODIC INSPECTIONS ARE UNRESTRAINED UNLESS NOTED OTHER�yISE. MADE OF �RK JN PROGRESS; AND A VISUAL INSPECTION OF ALL �yELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP � 1NELD ING. �_ 1 . S INGLE PASS F ILLET �yELDS NOT EXCEED ING 5/16° IN S IZE. 7. GENERAL 2. FLOOR AND ROOF DECK �yELDING. 3. �yELDING OF STAIRS AND RAILING SYSTEMS. A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. c. VERIFY �IyELD FILLER MATERIALS CONFORM TO A�yS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. B, VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND �yALLS �yITH MECHANIGAL AND d. PERIODIC INSPECTION OF THE STEEL FRA�IE TO VERIFY COMPLIANCE ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND ' y�ITH THE DETAILS SHO�! -0N THE APPROVED CONSTRUCTION REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. R@VISIOnS: DOCUI�ENTS SUCH AS BRACING, STiFFEN WG, MEMBER LOCATIONS AND � ' PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER�S APPROVAL OF CONNECTIONS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND AND SUPPORTS SHALL BE OBTA W ED. UNLESS SPECIFICALLY DETAILED ON MANUFACTURER'S CERTIFIED MILL TEST REPORTS. ARCHITECTURAL AND STRUCTURAL DRAy�INGS, RESPECTIVE SUBCONTRACTOR ' f , PERIODIC VERIFICATION OF'HIGH STRENGTH BOLTS, NUTS AND �yASHERS SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC. , REQUIRED FOR INSTALLATION OF FOR CONFORMANCE TO ASTI� STANDARDS SPECIFIED IN THE APPROVED HIS ITEMS. CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF ' COMPLIANCE. D. PROVIDE ALL EI�BEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS �yITH HIGH STRENGTH BOLTS. 1 , y�HILE THE �RK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED DETERMINE THAT THE REQUIREI�ENTS FOR BOLTS, NUTS, �yASHERS AND BY CONCRETE CONTRAGTOR. STEEL SHALL FULFIL� ASTM A36. PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING W SUCH STANDARDS ARE MET. FOR JOINT REQUIRED TO BE TIGHTENED ONLY E. SUBMIT SHOP AND ERECTION DRAy�INGS TO ENGINEER FOR REVIEy� OF ALL STRUCTURAL TO THE SNUG—TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY STEEL, AND METAL DECK. THE MANUFACTURING-0R FABRICATION OF ANY ITE�1S PRIOR ' , VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRA�t�J TOGETHER TO �yF2ITTEN REVIE�V OF SHOP DRA�yWGS �yiLL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. AND PROPERLY SNUGGED: 2. I�ON ITOR ING OF BOLT INSTALLAT ION FOR PRETENS ION ING IS F, �yATERPR00F ING, VAPOR BARR IERS, y�ATERSTOP, ETC. , SHALL BE AS SHO�! ON THE E-Transmissions: PERMITTED TO BE PERFORMED ON A PERIODIC BASIS �yFiEN ARCHITECTURAL DRA�yINGS AND AS INDICATED IN THE SPECIFICATIONS. US ING THE TURN-OF-NUT METHOD y�ITH MATCHMARK ING � TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE G. ALL DI�IENSIONS ON STRUCTURAL DRAy�INGS SHALL BE CHECKED AGAINST FIELD AND ALTERNATE DESIGN FASTENER (Ty�IST-OFF BOLT) METHOD. ARCHITECTURAL DRA�yINGS. � JOINTS DESIGNATED AS'SNUG TIGHT NEED TO BE INSPECTED ONLY ON A PERIODIC BASIS. H. CONTRACTOR SHALL VERIFY ALL ASSU�IED EXISTING CONDITIONS. IF CONDITIONS 3. CONCRETE ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. ', A, ALL CAST- IN-PLACE CONCRETE SHALL BE MApE �yITH TYPE i/Ii PORTLAND CE�IENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOyYING REQUIREI�ENTS: � CONCRETE ITEM F'C MIX TYPE MAX �y/C RATIO % AIR REQ. INTERIOR SLABS 4000 psi STD 0.50 - - - B. SLABS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE Drawing Title: — y�RK MUST BE MADE AT THIRD POINT OF SPAN N11TH VERTICAL BULKHEADS AND G E N E R A L HORIZONTAL SHEAR KEYS UNLESS OTHER�yISE SHOy�N. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEINED BY THE ENGINEER. N OT ES C. ALL CONCRETE y�RK AND REINFORCEMENT DETAIL WG SHALL BE IN ACCORDANCE y�ITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHER�yISE. USE STANDARD HOOKS FOR DO�yELS UNLESS NOTED OTHERYyISE. ALL EXPOSED EDGES OF CONCRETE �pRK SHALL HAVE 3/4 INCH CHAMFER. 4. REINFORCEMENT 04.07.20�0 Date:PERMIT RESUBMITfAL 2 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM ____ A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS wl-IICH SHALL BE � DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. PCOJ@CENO: 7(49 ' B, y�ELDED yyIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE : LAPPED ONE FULL �IESH AT SIDE AND 'END SPLICES AND y�IRED TOGETHER. . DfdWi1 by: CLH C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERy�ISE: 1 . SLABS AND WAL�S (NOT EXPOSED TO y�EATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE �/ITH Checked by:: PDM SECTIONS 7.5, 7.6 AND 7.7 OF ACI '318, LATEST EDITION. C� 2007 mosaic architects 3 . _ Sheef: � � �< FIRE BRICK -�I RE: ARCF1 NEW L3X3X I/4X0'-4" WITI1 � 3/8��2�� EXPANSION '� ANCf10R AT EACI1 CORNER (4 LOCATIONS) _ NEW I/4" STIFFENERPLATE NEW TS 4X2X i/4 FRAME � AT CENTERLINE 5t11M AND GROUT AS m O S� I C EXISTING CONCRETE NEW 3/8"XO'-I O" STEEL PLATE REQUIRED SLAB-ON-METAL DECK NEW L4X4X I/4 WITi1 NEW METAL CEMENT BOARD C�rchitects (3)-3/4'j BOLTS STUD WALL RE: ARCf-i RE: AfZCH. NEW STEEL BEAM NEW L3X3X i/4 STONE SUPPORT =''----=----'------------- RE: PLAN (WELD TO FRAME I I/2"-I 2 — EXISTING EXISTING CONGRETE GrCrllt@CtUr@, � STEEL OO . SIAB-ON-METAL DECK pIClClrllllg, JOIST o green consulting, �a , interior design WELD 18�� Boulder Office - EAC11 END 3��_I 2 NEW C 1 OX I 5.3 EACH SIDE 1$29 P@qfl Stf@2t ° ` Boulder, CO 80302 EXISTING STEEL BEAM " p:303.247.1100 RE: PI.P,N f:303.247.1101 CONTINUOUS EXISTING STEEL EXISTING STEEL JOIST AT FACE PLATE BEAM (Tl'PICAL) NEW t-iSS 2X2X I/4 CEMENT � $qr1 FrGf1CISC0 �fflC@ f..,�. ;. BOARD SUPPORT AT I'-O° 234 Herman Street �''��,�,��� a.� �... ,� ,H,, ��F�<.ny .r., .� , RE: P�aN � �� I ( O � I �� k� San Francisco, CA 94117 � �' p:415.377.9366 �;r ?" Qj f:415.449.6624 S E CT I O N 5 3,4�� = ��-o�� � �� ��� �_.. � . . . � � � � ,. „ -.,%..,,��N�- . . . . . . . � . . . ,.w, . . . 3/4" = I'-O° RE: STAIR DRAWINGS BY OTIIERS FOR STAIR WWW.1110SqICpfChlteCfUf@.COCTI , STRINGER CONNECTION ItlfO@I110SqICQCCfIIt@C1'Uf@.COt71 REMOVE EXISTING EXISTING CONCRETE CONCRETE SLAB SLAB-ON-METAL AND DECK � REMOVE AND REPLACE DECK • � EXISTING CONCRETE EXISTING CONCRETE SLAB ON METAL SLAB AND DECK - - - � � DECK . I -- - - - - W � ,� Y -t..—_ , � ...,� NEW L2X2X3/I 6X0'-�° � �� OO (EACFi SIDE) JOIST SEAT � WELD TO EXISTING JOIST � �_ � � ,, . NEW STEEL BEAM O RE: PLAN � NEW STEEL BEAM � � O EXISTING STEEL JOIST WOOD STUD NEW L2X2X3/I 6 EACI1 RE: PLAN ��. SHORING WAI.L SIDE (WELD TO TOP � � EXISTING BEAM L4X4X I/4 EACti SIDE WITI1 (3)-3/4'j AT PANEL AND BOTTOM CF10RD) � Q RE: PLAN 60LT5 (WELD TO EXISTING BEAM) POINT OF EXISTING � • � � ��"�,:�-�``��.� � J OI ST U � � ..... sf - . . . . . . . . . . . . . .T.IW"N'� . 'w . � .. � •� . . . . . . . . . "�i.e.,,_.k� ,...A '�..!++�,:.�,� . . . . . :I Q �— >' � SEC�IC� N 6 � � ECTION 2 � � 3/4" = I'-O° 3/4" = I'-O° � O NEW TS SOLARIUM � 4�� COLUMN RE: PLAN � BENT PLATE I I/2"-I 2" ' 3/I S"X4"X3"XO'-3° � NEW L2X2X3/I 6 EAC11 3 5/8"-�8 GA AT I'-4° ONE SIDE WITH REMOVE AND REPLACE SIDE (WELD TO TOP � METAL STUD WALL (2)-3/8"�X 2 I/2° I EXISTING CONCR�TE AND BOTTOM CF10RD) (TYPICAL) SLAB-ON-METAL DECK (EMBED) EXPANSION � RE: PLAN EXISTING CONCRETE I/2" PLYWOOD S1IEATIIING ANCt10RS WELD SLA6-ON-META� REVISI. �'t��������d����� TO TS DECK RE: PLAN �ym`�� C`s��a.�L��"s�e���,�ir,�3 � x_X_x,^X °_X_x :_X ;_X STONE VENEER RE: ARCt-1. ^�,�'e�°�.^;,�R'v Et���Q,„���� �.., - ---'-----'--------------=----'----- �° � , e . ,� a � , ; � .. ? _ NEW L2X2X3/I 6X0'-6" �s� " �'� � � �� � NEW L3X3X I/4 � � , � a (EACFi 51DE) JOIST SEAT � � - (WELD TO BEAM 3"-I 2") � WELD TO EXISTING JOIST �,��,�, �y ��t�,k� `" NEW 3/8"X6XCONTINUOUS °°��``b e �� q °',��'-�,.,�n� � � STEEL PLATE F`" �q��°�����,�-_`'�� NEW STEEL BEAM Q�"�dw¢°e°`��>`��t���d ; NEW STEEL BEAM WITI1 I/4" STIFFENER �� RE: PLAN PLATE AT 2'-8° p EXISTING STEEL � BEAM (BEYOND) F EXTERIOR WALL � BELOW (VERIFY) EXISTING STEEL 6 NEW C4X5.4 11ANGER AT 4'-O° E-Transmissions: (WELD TO BEAM) JOIST (TYPICAL) Q � '� NEW L5X3X1/4 (LLV) CUT 3" LEG ! ' TO 2 I/2" (ORAS REQUIRED TO RECESS IN STONE) : I/4° SOFf JOINT S �CT( O N � ,A,� /� WOOD T PADNEL PO�INT � CIYPICAL} �,,.�,,,,� /, \ OF EXISTING JOIST METAL STUD WALL , 3/4" = I'-O° � / � � WITI1 STONE VENEER ��,. �"°�.Fl.,��t. BELOW �,�`�'"���"�_�"`�"� .�„��.„�� Drawing Title: � � I/4"X 3" STRAP AT ;��'"`� S ECTI O NS EACti RAFTER ✓ L�.�T( O N � '� ��:�a NEW tiSS BEAM 3/4° = I'-O�� �=k "� � RE: PLAN .�� T..o, ° x'_. - ,��,��" EXISTING SLAB AND � JOIST BEYOND REMOVE ' 9LAB AND JOISTS FOR 03.24.ZO�O EXISTING CONCRETE NEW 9TAIR OPENING Date: SLAB-ON-METAL DECK RE: PLAN PERMIT RESUBMITTAL � EXISTING CONCRETE NEW STEEL BEAM -- SLAB-ON-METAL DEGK RE: PLAN PCOjECt NO: ]649 RE�ARGH. � , � � �� : -- — — �� ------------------------ ---------------- , ----- — — — — — — — Drawn by: CLH ,,, ,,- 0 ' �� exisTiN� o Checked by: PDM ,,- ,-� �� STEEL �� � ���� J015T p � ' CQ 2007 mosaic architects NEW L4X4X I/4 WITti NEW 501AIZIUM (3)-3/4'j BOLTS SI1E@t: FRAMING EXISTING EACI1 LEG RE: PLAN STEEL J015T NEW STEEL BEAM RE: PLAN SECTIQN 8 � �CTION 4 v� M . ���� , � - � 3/4" = I'-O" G, t"`'� � �^; � 3/4" _ �'-O' _ �rs ..� �,.� . .,>.,.�, �� @�"�,., � '��.:�- � �m� '� .,;�.• ' n ,�. � �.�,���. �,, ��.�:,- " �.W.., �, �. .,,c,, f. �. ,,: .,�.��' � . :,:f: i , �> _ . � � � . . � � � .� . . � � . � . . . . � � � � . . � � � . . . . . . . . . . . . . � r r;,' . �. . . . , . . . . . . � . . . . . . . . . . . . f . . � . . . . . � . � � . . � � . . . . . . � � . . . . . . � r �. . .. . . . . . � � . � . . . � i rl���. P,, y '��.t"_. . � � �. � . . � . . . . . - . '� . . . . . . � . � . � . � . � .. . . . . . . . � . - . � . . � . � . � �. . . �. . . . . � . . . . . . . . . . • 4 � � � �� � mosa � c architects � - m i i N (E) 3 I/2"(b STD. N � PIPE COWMN � I C1CCI"11tGCtU1"@. � (E) W I 2X22 � � � G - - - - - - --- O - -- - - - - - - - - - - - -�E) 14114- - - - - - - - - - - - - - - - - - - - - -�E) 14114- - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - G p�QCll'llrlg, , _ -- - �_ — - � - — - — - green consulting, - (E) 14115 � � (E)4"(d STD. PIPE -__�___-___._-_.�._.______-_----_..__------m__- - �� �� (E)4 G�STD. PIPE (E)4 fa STD. PIPE IClt2rlOr C�2SIgf1 COLUMN ly_�---'-��^� ` (E) 14114 COLUMN (E) 14H4 COLUMN N (E) 14115 - _ --- - �._� � � --_._________ _-----------____ ____�----------------------_____-- Bovlder Office 0 1829 Pearl Street N (E) 14115 t� (E) 14114 (E) 14114 � � - � � _ Boulder, CO 80302 N � ___ __ _____� �_ :303.247.1100 � _�__ �� .��.__.______—T__ ___--_ ______.__________x.- - --- - i ; : , : � -- -- . _: _ __ =- _ --- i I p - _- � f:303.247.1101 _ 3 ' _ __ __ _ _ _ _ �.- --___ ._ - ------ � � , _.�:: _ ... ,, i - -- - . _ ; � �E- � , � � ; ��� � i � � � � N -- � � _� ; � � ce� i 4n4 San Francisco Office ; _ r � , .- , � I �- : ��_ GA. AT I' 4 _ ,-_ _� ' i j ; - 4 i S �� ' ' j i i � ' 234 Herman Street ,, � ' � � � I San Francisco, CA 94117 I , � METAL STUD WALL I ; ; � p: 415.377.9366 � � - , = � m c� (E) 14114 ' �-�- � ' � i � , : n� . � ,��s � �- � (E) I 4h4 f:415.449.6624 : _:, ' � _ �_ � y _ � _ I I j ;i j ( i , , p __ ,,, , I .,_ . .__.__._ !� � i � �` , I - ' , j� ,:.: __...._ --- � � i _= I F - - - - - - - - - - :_ - - -�� - __ ---- � � � ;� � r i t - - — - — - — - — — - — - - - - — - — - i- ,- — - - — - — - — - — - — - — — - — -— - — - — - — - — - — - — - — - — - — - — - - (E) 14tib - — -� . � �' (E) 14114 — — ; �i (E) 14t14 , , � �,__.:__,_ _._ _____ ___.__. I � , - — � www.mosaicarchitecture.com � i ' � � 1 -------- ------__ _ _ _, �___.� _�______.�_ ' ' ; � r�RE: ARCti. FOR S -- -- ,-- - �' -- ----- o ,; ' ` -r � '; ' '�,B cor�s � ; � � � info@mosaicarchitecture.com � _ = , � � � � � � � ' (E)T54X4X3/I 6 � _' ! � � � (E)T54X4X3/I 6 ; ; r � �- �; � � --��- �FOR RFCESSED LIGIITING � � �� � ' � � � � � � (E)4(�D STD. PIPE c� , _ (E) 14115 ; _-- � � �II , ( COLUMN COLUMN .- ' � T_._ _ _ - -_ --- - ! � I I I- Lza'- }� (E) 14114 �j COLUMN � ! r � (E) 14114 � : , , _� _ ______� �._ ,_, I I ; , i i ; ! � � ; i ' � _.._�� _ , _ ; , ' � . . , _ , ::_ . . ._ _.. __a��____.__.._�. � `� �� � �.�� �� _ `---- .- . � . . � _ . � � � - � � � � ' ,' � �` (E) M X I 7 � � � � ' � � � � � t� � � - � � " ` r' ( ` (E} I4t15 � � , ----- � I4 2 X i i' � ; x � I � __-___----.-._. - --____._,----�____-___-x � I � i i� (E) I 4h4 � � � ; (E) I 4114 � � � i W _ _____.____�____ __._. _.__�_---- ___.�_� � - N _ � u i , � � _:.. ,__ �,_ 'i p i . lL! � ._—___�. . .�_.W . . 3 I � k `-' � f � I , � �._ r - i ! ` I i - � � � ;, , . ii � , � I ' ---- _ , --..., --.. _ � � (E) I 4115 � � " j ____ I a (E) I 4f14 ' ' 1 � '' (E) I 4t14 ___ � I I I � '.------__.__�_______-__�___ �....�� :____.__��.__�_____-----___ _,.__.__________.________._,_..___----- T ; , i� M� ; ,;`�--- � i I I; � ' �� ' w � � m I � �-- -- - �` �- I f I I N L5X3X I/4 (LLV)STONE LINTEL I j `` `, -- i ,, I , � � , ��_ _� � r- --- _ ___ ; '' ' ; SET ON EXISTING SLAB WITIi � ! ,�'� � ! � E I4t15 FULL BEARW�WITf1 3/8 as � . ; ' ' ' I '`;� ' '" ' I ,' � ` y. - _ _-- - --- -_ _-- � �------ ----- ' ; ; h 5 � ! -- ___ -- � ( ) : ,� _-- , � � , � i i .___---_ ___._�_-- - __- -- " NSION----- : I ' , '. � � � - (E) I 4115 O I ' ; ` I ANC110R AT 4'-0° , ` � i t � � � --__ O X 2 EMBED) EXPA ' (E} 14 � -------- , --- --- __.. ..- �, i __ , - - - - _ _�A � ,. . . i .. . . . � � . . . . . . . � ' Fy' . . . . . . . . . . � !� Fl f I . . . . . . . . . � . . . . � � . r rt ..'.r 1 , r7'7 � . � .. . . . � ' . . � � � � � . . . � � . � . . . � � . . � . � . . �4� �u� i .`�,`;l:i .. �.. . � � . � . . � . . . . � . � , . '� � . . . . � . � � .� � � . . . � � . . . . . . . . . . . � � .. — . ,�. . � , �. . . . . .. . . . . � � � . . � � � . . , � • . . ��. 4 s � � �,� � mosa � c architects (E) 14t14 (E) 14114 � i , EXISTING 4" � EXISTING 4"(Z1 EXISTING 4°fIS � EXISTING 4" � STD. PIPE COLUMN STD. PIPE COLUMN STD. PIPE COLUMN STD. PIPE COLUMN (E)W I 2X22 (E) I 4t14 I I architecture, - - - - - - - - — ---_ .� -- -- — - -�—� - - - - -- - - - - - - - - - - -(E) 14t14- - - - - - - - - - -- - ___ � - _. _.._-�-�-�-�- - - - - - - - - - - - - - - - - - - - - - - - - ___� G planning, � N ____-___ — _ I � - — - — - reen consultin , N x � � 9 9 � . � � . � .� . . X . . � N � � � � . . . � � � . . � . . . . N ce� �4n4 interior design 3 (E)W I 2X22 � (E) I 4114 I I w W �.______�__,__________��._�___,..___�__.__�_____.___,._____----__.______._ tO _. _ I I ---_._..__._-- —� N I Boulder Office x N N 1829 Pearl Street EXISTING 2 I/2�� � (E} I�4h�+ � �— � � � _ Boulder, CO 80302 STD. PIPE COLUMN ----- —. .-• (E) 14114 w N (e) w i 2x22 I - p: 303.247.1100 . . _-__ _____ ____.____.5'- I 5/8"------ -----.7'- 7 5/8"----___ --__ _._..-- ----__.8'- 2"- --------�------- ____.._ __------- i � <o f:303.247.1101 �__.___�_�� .____._..� ___._._�_ _ __-- -.--T � ..__ _ _ _ _ _ ---_ _ _ - - - � _ . -- --- _.. _ ___ ---- (E) I 4114 _____ _._------__._. 14114 , (E) 14114 - I li N San Francisco Office ____�___,.___________»._--._._..___.____.T.___,_.___.�._._.._ __,.___.__.__._____... ' ' I'- 6"TO END - I � ! - 5 234 Herman Street OF Cf1ANNELS N „ i x 5�,� I�- 6° TO END F�CISTING 5°0 (E) ��}h4 EXISTING 4"� San Francisco, CA 941 17 � EXISTING 4 f� 1 N i p:415.377.9366 (E) 14114 OF Ct1ANNELS STD. PIPE COLUMN STD. PIPE COLUMN i EXISTING 4"(D I4114 STD. PIPE COLUMN � ' - _. N ( f:415.449.6624 STD. PIPE COLUMN _ _.� _ ____��—.-------____ __----.�____� � � � � 3 (E) M I 4X I 7.2 WITI1 NE = O , = z C I OX I 5.3 EACti SIDE � -� - � � _ __ _ _ _ _ - -----� �__- __ ____ _ ___ _ ___ .__----- ------- _------ � --------- ------(E} I 4t14__--- ------------ � _------ --------- F _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - i 4h4 _ ___ __ __---- o - -.______ __ __----- ---_ ___ . -----° __�--; ----- ____--, ,. ____�`_. _._----- - --__ �_--- --- . ____-- . ._.---- ___�_. _- -____ ---____ ------ , , .mosaicarchitecture.com , _. �,-- _ i �� � - ' !, (E) I4114 WWW ----_�_----- ---__ . __.,-------- ---______._..�.- -_� '� r------- _ �� '' ' � E I 4114 � r� _ __.__l � � info@mosaicarchitecture.COt71 _ _---- i O ! 1 � VERIFY EXISTING BEAM CONNECTION WITti� T -� (E) 14t14 � i , � _ O , ; L2X2X I/8 DIAGONAL X BRACIN6 WELD TO � — i i-------- — �' _� � ENGINEER A55UME REINFORCING REQUIRED ' ,� `, ; , ; i, , _ � , � ; , ;I & � TOP AND BOTTOM FLANGES OF F�(ISTING (fYPICAL) ; � I_ ,._ ' ; , _ i� �� �E) I 4114 I ( ' m ; __,= 2 m , ; ��; ; STEEL JOISTS ABOVE MOVABLE WALL. i i ; , , I 4114 � �,i � �---� (-m--- �-� � __, _. -------___------ - - ; , � ; ,` N " _____�_ _._�._____._,-------.__.______._. _-__------------ , �N (E) I4114-__! i��O� O� --!�I 5 I.I N i(E) I4114 � -- - � � � ti__-___._.� , � S , �'. � _ � - --- - -- -� �I ^; , ��, � x � i in � _ I � N � i % 'w � - - - I � � _ , ; - : , , � � • , m �� �� ;� � � ; i I � X (E) I 4114 � �� / O I � „ c� (E) 14114 '-- � ; ; �I= �__�NEW SLAB �' N % _I � ; j � _,, ; i v�- N _�_,.;___________.—__._� �T _m______��___��;____._:�._,._;�____ �__ : � � `N- (E} M I 4X I 7.2 i �= OPEN I N 6 � A ; I I , � I - c�t� } � i vl_ i"--- '� ' w N '�E) MI4XI7.2_._ .� 'v' �� r} , � _� � — � ! � � � I Z H Z I ' � � � � � � � � � ��� � � � � � � NOTE: CEILING OF BATI1 I, BATI1 2 AND LAUNDRY TO BE � � �_� (E) M I 4X 17.21 ! �_� � � ? I z� -_' � a_,, ,� � � ; (E) 14t14 � � � � � � � � � � w � FRAMED WITti 6-16 GA.�AT I -4 STEELSTUDS SPANNWG� , ' � �-��-�� �� � ��(E) M I ,; � � 4X I 7.2,-- cf� i °-' .. I � , ;�__; ; ! �__.. � -- � !, ,� ,� i 1 _ � �v GEILING OF BATI1 I, BATt1 � AND LAUNDRY TO BE I ' "I� EAST-WEST AND SUPPORTED ON 4-20 GA. AT I -4 STEEL ; ; � j �--- - - ---- � - 2__- � , ;k , ;i i `' ^ _ .-� , ' � NOTE: ' --- !, � ; , _, �;, ' FRAMED WIT11 6"-I 6 GA. AT I'-4" EEL STUDS SPANNING . . � . . .,. .. . . , . (V_._.._, � I __.��I I I 3 � ��J�.� .1���� N I:.,_ I�-j� 'I _j.`� rl I . . � � � � � . . i (E 4114 � � I i S I .I - -- E I 4114 ,,, I ? ' E I 4114 EAST-WEST AND SUPPORTED ON 4�20 GA. AT I'-4"STEEL � STll D S BEARING WALLS. RE: PLAN BELOW , � � � � � �: ! ,� I f( 1 I i =_ , � � , � ,�,I �� ��p � � � � � STU���S BEARING WALLS. R�: PIAN BELOW � � � -�- ; � � , - , � � ; t i � j � � 8 �! li f I � : � � � � - - - - - - - - � � � � _ i. ii� � � — �- --- �� � � ` � � — ` � � � — - - - - - - - - - ,, �-�---- - � , g � - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E - - - - - - - - - - - _ , ' � , W I 4X26 _, N � � I 4114 I ;4 � � ii _ _— - -_(N.E_�M , . ; , ,_ -_- - ------- - -._. _. ___ � _ , - -_= � n' , _ - -- , , - __ -- __ _ _ ---- -. _ _. �E� � � W � ��'��_ �E) 14114 ; � i i � I ,; ' � EXISTING T54X4X3/I 6 �4 � � � I EXI5TIN6 5"� � i I � � � O � i J' - ---' STD. PIPE COLUMN' � ( I ' • � — � ,! S I .I (E) 14t14 N ', ' --._._.__ ! � �_ ! (E) 14114 U COWMN ; ' � -- - - i - '; �_ ..� �p_ ; �' — — `_'lp- � I � � � ± '; � ' � x � i I06'-O�� N /� I i (NEW)T5 4X4X1/4 � N ' V +_ •� X , � I � � � I � VERIFY � � � _ � UP ONLY � (E) I 4114 , � W ; (E) I 4t14 � i i �o � , , , \ ; i ' � � - � � � � � - � I I _ i i � � __ 3 � � i NEW L4X4X�/4 TO t1EADER OFF ,i, ' � j _._ � � ! � � __ , i EXISTING JOIST A5 REQUIRED ' i ' ' i � �v I --- � I � O i (E) I4114 � ____---._.-_J � (E) I4114 WELD TO BOTTOM OF TOP CI10RD � ! + �_. T_ ___ , EXISTING 3 0 I I � i + i ; STD. PIPE COLUMN EXISTING J015T AND PROVIDE L2X2X3/I 6 � �� ; ; � � � � � � �� � � � ANEL POINT�EACI1 DIRECTION Cf10RD , � ��_ p�� � ' � ' ': �� � � � ;� F�(15TING 3 I/2°0 � � � � � � � � - � � , � � � � � ' � ; __ � STD. PIPE COLUM (E) I4114 � i ___ (E) I 4114 _ __ � i � � � �� � � � L7� �� � � � �' - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -_- - - - - - - =— ___= - - - - - - - - - - - - - - - - - - �- - - - - - ��� - - -�- - � � � � � � � � - - - - - - — — --- D - - - - - = — a , - - - - - - - - � T r —, , — — _ � , � �; , i ._ __ , , , _:..� x: .__ ; ,; �; ' � i_ `° , _ � �:. ,. . _ _ ; _ _, .. . _ . . ' _ j ; � i i ' � - __ =REMOVE EXISTING JOIST AS REQUIRED-- ---- - k ��� ;� (E) I 4114 i ; ; �� (E) I 4114 _ PROVIDE NEW SEAT AND (2)-L2X2X3/I 6 I� � ; , _ � !� = i ' � DIAGONAL TO BOITOM Cf10RD PANEL POINT � � ' � � '' � (,i ,-— - - - — ' — - - - — - — — - — - — - — - — - — - — - _.:- - — - — - — - ' - — ' - — - — - - — - — - ' '� ' — - — — - — - — - — - — -'— - - - — - — - — - — - — - ' - - - — -" NEW 3/4"m ROD TO EACI1 SIDE : -(E) 14114 , ! _ N � _ T�� —(E) 14114- -_—^-— - — - -N � � R@VISIOItSa:��a��a����a������ i � _ _ - _ � �� ���rl����� �',y _ � OF TOP AND BO�TTOM Cf1ORD '�: - o �', o � m ��.� e�.�,����..,�`C3,�,�6� � _ _ � � . _ °�,. � � � I �1 I � � � i � , <D a '�a � ^, � � � � EXISTING JOISTS. WELD 6" EACI1 � �� �� ; , � � �; , ��� � C�; s� �'��^���,, ��', � � � � � END AND I I/2"-I 2" REMANDER ���� �� ' �'- � � � �-- --�E) I 4114_ _� ! �----- ------_._ -_---� -- --_---�_� �--_-!i; —(E) I 4f14• - — - —�- — - _ � , � � �, . � � � �� - a � � -�— - — - — — - — - — - — - — - — - — - — - — - — - -- -- - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - � � i � �j �� — — = -�— - - - - - - - - �,���.— - -- --- --- - - - - --- � ��- --...-- — --- -- �! i; -�� �-- �--- -- _�- --�,-- _ .��_. — _�T�__.__�__.� � ------- - --_- --.. _ _;.,; __--�� --� � - _._ =� — _ � 1..� � + ��. � � �� - . �`-______.�-. __,��, _ ,; � � � � � � � i ���� � � _ � _.� "' > � � �� _ __ i �— -_ ------------�. c �� � ` � s. ti a`"� � e . ±ti. �tz�s p, � �s ._ _ � _._.�._f1555X2X37:1e6_�,R_,.. ..,.__�NEW)..tiSS•IOX6X:375. ..__.�._.��:t15S5X2X3/16--r. ;, li � � � ; . �- � „A�: � \ \ ; ` 5���a.°^�, � . � 'E `{'�` � �D� ;' � tiSS5X2X3/I 6 <o � I,� NEW TS4X4X I/4 ' � � x X • X, g x �� COLUMN ABOVE � � � � , `t �`°`����°����"� � �'e��{t* I X :� N� ! c� � N �i , I �d�� �����°r�a��� ' � '� i '� ' �c � i �'�0�� � O�a � D � - - - - - - -t �a� ` ` -�� _� SI .I �� �I _l_ - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ����n�� � � — - — - — - — -, - — - — - — - — - — - — - — - — - — - '— - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - , � � ;, _ .� z� _ = I� __... _ _ _ _ _ � �j,Z ' w __p _�.. ,� .� _ �tiSS5X2X3/I 6 � - , �! ( ( I - - � i _ _ ": _ _ -_-= � � --� 0 _. i i � i o _ a - — - -- a a� � � _. _. ��� `. _ _ __ _ _ �_ � E-Transmissions: � 4 I_..�.� . _ . __ - _ _--== �== _ __ _- _ - _ _,: ,�� . _I.,; ( � 20'- I I I/4° 20'- I t I/4° � � 20'- I 0 3/4" � 9'- 2" � I 2' - I 0° I 4 � C� � �� 8 " U�'-'fi��fi� L.���L. �fiZ�MI�IG �-'L.�1�1 I/4" = I'-0° Drawing Title: � � � � NOTES: � � � -� � -� UPPER LEVEL ' ' � ; _, � _, � I BEARING WALL I. EXISTING SIAB IS 3" CONCRETE ON I/2" METAL DECK. EXISTING JOIST SEATS ARE 2 I/2° /� ___i i -�- -__ � a_— -_ —�D `� __ - _-_ _- ___ __ TYPICALLY, TFIEREFORE EXISTING TOP OF STEEL ELEVATION = I 05'-5 I/2" UNLESS (N lJ � _, � ; - � ' OTIIERWISE NOTES. FRAM I� i _- .i ' % 6��_I 6 GA. � PLAN � ; '.AT I'-4° 2. ARCf1 ELE�✓AITON O'-0" = STRUCTURAL ELEVATION 106'-O". � ; � � � �I ii �- ' ,i r } � � � � , ��r � � � � � � � � � � �� i� � I� , � � ' I I 5'-2° � � , -- ---' - ; �. - ---- ----j � � __ i % ToP oF 03.24.2010 Date: ' i i s�-o�� �' ;- ;_._ ,, _ _ ____ ,_,, , �% FRaMiN� PERMIT RESUBMITTAL 1 TOP OF � I ('�)-6" I 6 GA. � 3,i FRAMING i i t1EADER � ' � i �, EXISTING I I � ; ! , � , ' � I �_ , WALL Project No: 7649 _ _ , � - - - - - - - - - - i , � ; - , ; __ _-- � � � � � � � � - � , i � ��I � � � � � Drawn b i ! �" (3)-6" I 6 GA. Y� C�H ( G 6��_20 GA. AT I�4��� -� I 11EADER i METAL 9TUD ' ; � Checked by: PDM �; BEARWG WALL � � i , � - --� � rJ' 6 C�2007 mosaic architects M EC H AN I CAL �f�AM I N G Sheet: ��8�� _ ► �-o�� o . � ::,' wdl�,'� . ti �a �V,:n . - . �. . . . . . � . . . . . . . � � � w`,. . � . . . . � . . . . . ' . . . '\: . . . � . '. . � � . . � � � � � . . . . � � � � � � � �+ �' � , . .. � � � �. . . � . � . �. . . . . . � . � . �. . . . . . . � � ,,. . . . . . . . . . . . . . ' r-='}'� . . ' � ', . . . I . . . � . . . � . .� . � . . . — � . � . �. . � � � � _ � � � � . � . . � . . . . � . . . � • � �I. ; 4 ,� � , �� 8 � mosa � c ; architects ; ; ; , ; i ii i i i i i , I; ( I ( architecture, ; � � � � � � ; G _ _ _ _ _ _ 1 _ _ - _ _ _ - _ _ _ - _ - _ - - _ _ _ _ - ; t _ _ _ _ � _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ t _ _ - _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _r - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ � _;_ _ _ _ F (� � planning, � � ; � � � � � green consulting, ' i I I interior design � � � � � � � � � � � i � � � � i � � � � i � � i � � � � � � � � � � � � � ' � � � � Boulder Office � � �� � ( � � � � � � � � � � � �� �� � � � �� � � � � � � � � � � � � � � � � � ( � � : � � 1829 Pearl Street �� � � � � � i � � � i � i � � � � i � i � � i � ; Boulder, CO 80302 ; ` ' ; ( ` ____ ______ __ - __-_- �__._:_ _,-:_ -_, -_:_ I i p:303.247.1100 ' i i "I i i i ! f:303.247.1101 ' -- � �_ '___ _ _ .____ - _ ----- -- - _____ _----- � ; I__ I.--._ ______ i I I 2�_ o�� 6° 2'- 9 I/2° � � ' San Francisco Office i , i i r, , 234 Herman Street I ' , San Francisco, CA 94117 8 ' i � ( � ; EXISTING 3(I 9TD i ' I � j I I �, ; 55.I PIPe Co�uMN - ; ! p:415.377.9366 f:415.449.6624 _ _____.__._,_____._________- --___.__�--__.____._______ ____�________-- - � i I � I (E7 W 14X26 WITIi (NEW) C9X I 3.4 EACI1 SIDE ' � ' �- � � ; � I I; ' ----- !._ �-- ' -----_______._------ . _____EXISTING-------__ __M_I__Xl -2---_-___.-- - !_-- _.___._- ----.--- ----- . _.___._- -_______ .___ _____ _ .__�_. '! _ _ _ __ __. _--__ _- �-- . , 4 7. . ,- : � _j— ___ _ —_ � ' ; _ � _ ' ;— - — - � www.mosaicarchitecture.com , _ _ __ _ _- -- --_ : � _ _ __ __ _.-- __ __ ___._ _-. _ -- - ----- - -- -- --__ ___ _ __ _ -- _ ; _- -__ � . � �. —� . I I ~l— � ..____ �._. 'f . __ ._... ,_.. __ . . � . ; I � , � ' ' -----__(New� �New� __� � " ' � � , info@mosaicarchitecture.com ' � i I ' �I I � - . _- ; ' , I � ; �� i , 3 � _ ( I ( i � � i i i I � ; ` � L6X6XIl2-,-- �6X6X 1./2_a � � � � ! , � � �= -- �- � �� � � � � � � � i : � ,._ --- I - - - i I __ _ i i ; � � � � � � � i � � -- ! �'-; i! ' -- - -- � _ ' ;- ; _i i; i ! � ,- �- °-9-a � ! I !' � i � � ' ; -, - , - -_ _ - ; � � '; I � • � i , �{ ! ' � �_ _ � _ ; i T� -- --- - , � g . __.__ _ ; 55 I ; ! i , z � z � I' _.__ - _ __ � � � � ; ' i ', ' i �- -�- ---rl I' h' �' Q f I ; i � � S5.I v W � ' � !L i i � � SKYLIGIIT SKYUGIIT '_ _� � �, = i ' = z r ' � � � ,. ,- W � ,_<:. , -= N -_= ' � j ;: i' N � N I � N N� ' , � -,_ -:__N / \ �/ \ _ _ j ' � � , � ( � ; I�i_, - - ' I _ � -. , � - . . . _. __ _�_J _-:. . ..._. . . � . ' ; :� . . . ,, _ . . E � � � � � � ';w W � i !� -;- -(NEW) �NE� - w ---_ W___ I-�.--' v w�C ! _ I I I _ W .. x �- ," �„ ; ; _ — .. �-. � ! ; i � ; � W � j , ( l_ 6X6X I I 6X6X I I `� ? ! � - - - 1 : ! m , ; I � � � � � i I ' � ---- . ..,.:.. _ _ .';- :'.__ __ J � !; I q � _.�.__ ,_ _ a _'' I I 4 ; __ , ; � �_ , � - , � � � EXISTING N 3 � N � i ' � � � i : I�;,j CUT DECK A5 RQUIRED TO 1 I i � �'� , � � ROOF TO x z z X ; , 3 i i ___ , _I � 1� I.I ALLOW FULL DEPTII BEAM ' � REMAI N ,,. .r 1 � � , � , �r �- � , � � � � ,� ,.� � f �i � � � ---- - I- -� , -_ - - _ _ _ - --- - _ - --- ---- � F ,- ( I ! � � ; � � � ( � - ( �-- --____ ___ 55.1 il � � � � � � � � i � � � � �� � i � I ; , , � � �; ' � �'��� � � �! � I I � � i � i � t � � �� � � � � � � � � ( � � u� � 3 � � � �3 � � � � � i � i , � � ' a m , � � � � � � � � = _ _ ; _ _ = w w ,, ( �� -�� , (121'-8 1/2") i =' �.i � m m m m ; O � �o I � j , �° ( �01 �_ Z = ' - - — - - --- - _ - - _ - - _ - - r = - - - - - - - - - - - - - - - - - - - - - - - � , - ^-�- - - •-� 1 - - •-- - - - -- =:—__. - ---. --�= �D• - '' -N• - —N� — -N -N -I- - - -1- - � � � III I ` ( i I; ^ ^ _ . _... -'-- ---- ---- --- --.. _ i ._ - - -' : - - - - , � � _ -- - _---- � �s--- -- ,' � v ; � ( v v . z � z � f � EXISTING EXISTING M 14X17.2 i EXISTING- - --� - m - �I " � " � _. ._ : -_ �._-_ .__I_ .—. ..___ 4 W W W W I � � � � N O � I I ;;TS4X4X3/I G WITti NEW C I OX I 5.3 ; 3 I/2" PIPE , '' I ( � � I '�S � � ; �COLUMN EACI1 51DE I i^ COLUMN I �I � I i � � O � ; _ _ _ __ - - - ; � -- ---- ---- -- ------ - I! EXISTING I � � rOl { , W8X I O' . (I I 3'-I O") ( N , N N N N t- -:_ - _ = __ - - - -._- �� i ROOF TO v � ( � � � � � cu N- , � • I I x �! x x x , -X- --- x x-= - ,x ' REMAIN � o � 3 3 3 � 3 3 3 � �� I �� — o i ; � � ' i � X I ; � �' � � � � ! � � � t _i� � � i i ; � � � � . i z , z � � � � z ' �� ' � � � GL� i L6X6X 1/2 NEW X � { �` I I � ! i � ��-1-� ip ;__ . ! ' ROOF ;- __ ------___ _ _x------: j �, I � i � � , � W8X I 0 W8X I 0 -f- __ _O ' _�I 0__ _ � ; , � I ' , __ ____-__-�- -� ---' I � -. , � � - -TS4X4X I/4 Tl'P. AT CUT EXISTING M I 4X I 7.2 � � O � ERS OF CI11MNEl' EXISTI ,. i TO EXfERIOR WALL � � W8X I 0 W8X I 0 < f - S5.I NG 2 z = � " I I I , � : . . � � � � . - n : .� N - �--- � f . � . � . . � . � . . . _ 55.1 i CORN ( � o � o 0 0 �x � I _- --EXISTING 3 I/2" 0 M 14X17.2 ' ! � 55.I � i -� x x � '! PIPE COWMN BELOW (I I 5'-0")TO ' � , m _ � NEW W I 6X50 j I�I EXISTING M 14X 17.2 __ _ , __ EXISTING M I 4X 17.2 o - - _ I _ � __.. _ _ 3 __ ___ _ �; _._ STD;-1 (I I S'-3" ±) , ��__ � � � I 15'-0" TO REMAIN i ! �� I 1 5'-0° TO REMAIN � � i � ,� ( 3 BE REMOVED -� � -- - _r_ , ( ) �- , , ... - � � � � ;; M 14X�17,21 1 � � --�;_ -� t_- , � f � - -- - - - - - - - - - - - - - - - - - - - - - - - � , . ,- - - , - � - - - - - -r-- - , ��----�-- - :- - � . _ -�-= ; = D __ _,- � � �- . _ .__� � __ _BENT W8X28 µ -:- - - t� ;;, � 'i i NEW W 16X50 � � , � _ __ __ _. . __ � __ ( _.._ , ; ,__ , ..----- --- .__ _--_ --_ _ ____ __..___ --- _. _ _ .. � EXISTING M 1 2.5X 1 2.4 -=- - - ± .!�; , � ; (1 I S'-3"+) ! I I i � _ _ _. . _ . _ _ _ � _ _ -- __ _._. __ _._ _ _ __ _ -WITI1 CBXI I .5 EACI1 SIDE _ -S5.I _ lN8XI0 -_ ,._ �...- ' ' �{ ; ', - - - - - 6 �I - ; , __ __ _ il �I -_ I ,, ,x x x ; ; x x ;'� S5 I I , I I � _ __ IN N N N N ._ _ ___ _ _ � TS 4X4X I/4 ; 1N8X I 0 _ T5 4X4X I/4 _ ._ '- S5.I E co co o� ; co o� 55.I � ; ; � N G - - - - - - - - -STUBCOLUMN - - - - - - -STUBCOLUMN- - - -�x - - � �. � - - � - - - � - � - - -� - - - — - - - - = � - - - - - - - - - - - - - - � � - - - - - G � Revisions ��� �� � i C I i- � �— - — - — - — - — - — - — - — - — - — - — - � �`�#Fan& � � � � s T5 4X4XX I/4 i r ( `r� a� z" �e�p 3' ,w w W � � �I t1ANGER i � I c� ��;m �'}P����.�;�� r � � � ; z z r-i z z z i � ' � � I I I c9 "��"� � �4 ,^��`� � � � � � � � ! w � i � ' I � � i� �.� � �o'"<` � ..� � � � � � � �� � Z � �� � � � � � � � � � � � � � � � �a _ ,� _._ _ . _-- - - _ __ _ � ._ _..- - ---- N �-�y _ � ( a -� a ,.. � o e � }� _ 1-... ,'� � � . . . . . ._ _ _�— _ _ � _ _ _ _ - — ,�.,_ _ _ _ _ _ _ _ _ _ _ _ _ _ ''�� .— '_ _� ,..�� __ _— -_ _-_— _ — ____ —— — - — — -__ - ___ -_ _ _—i L _ _ _ _ _ _ _ _ _ _ -:_�-',.— _ — - _ _ _ _ _ _ _ _ _ _ _ _ — - — - — _ _ _ � _ _ _ — _ � � � L./ . . .. �.. � .... __ _ __ __ __ ___ . _ _ � .. .._ . _... ... _ . ,. . .. _ �a � I �! ! .;--- -- ��- ' ^�°� � �-- _ -�- . _:- -., ��._�- _-��._� __. __ _ �A_ _-_ __ - ___ ___- �I`:_ I I } � � _._ l — -- -- - - --- _ __ � � � � � ! � � �t _ F�, (t°`� _° -__ __ •= -_-._ -- - _ � �( ' •_ � I I - _ � � I c� " I TO BE REMOVED AFTER NEW LOw � � � __ I _ � � I� � � �,,fi�, � ' ��.:°' � '� i ; NEW TS 4X4X I/4 i� 5 ,, i i i ; � ;-�;�g��a�,r,�� �,� ` ,� L4X4X I/4XCONTINUOUS � ROOF IN PLACE. � ";;g �� >o "��L {y��° I i DECK EDGE COLUMN (BELOW) il � 55.I � I '�'���' �� �`� '� . — _ _ � _ — I �__�.- "_ i 6°��,t�gJ�'�x�.,a�''�ka'sas�� `b � - - - - - - -t - - - - - - - - - - - - - - - - - - - — t � - - - - - - - - - - - - - - - - - - - �-ii - - - - - - - - - - - - - - - - - i r __- -__- - - -- - -I—:.- - - - - - - - - - - - - -1- - - - - - � ;J���� � � _ ii _ i� � , SNOWFENCE RE: ARCi1. ii I !! I i 9'- 8 3/4° 3'- 2 5/S�� � � AND I 2/S5.I I � i i " � I= I I I E-Transmissions: � 20'- I I I/4" � 20'- I I I/4" � 20'- I 0 3/4° � 9'- 2° � I 2'- I 0° � 4 5 6 � �,� 8 " f�I C�� fiZ00� �fi��M 11�C� �'L.�1� I/4" = I'-0° ---- Drawing Title: NoTES: HIGH ROOF I. NEW ROCF DECKING TO BE I I/2" - 22 GAGE INTERMEDIATE RIB METAL DECK. FRAMING , PREPARE DECK FORSPKAY-ON FIREPROOFING. PLAN 2. CUT WEB AND REWELD BOTTOM FLANGE TO TAPER NEW W8X2 I NORTII OF GRID E. ' 3. COORDINATE WITI1 ARCIIITECT AND ENGINEER CONSTRUCTION SEQUENCE FOR NEW DQte: 03.24.20�O ROOF AND FOR DEMO OF F�CISTING. EXISTING ROOF TO REMAIN AS LONG AS PERMIT RESUBMITTAL � FEA51 BLE, — Project No: 7649 . Drawn by: CLH Checked by: PDM . C�2007 mosaic architects Sheet: • � .�. _ \ ,,i WELD DECK METAL ROOF DECK METAL ROOF DECK TO NEW PLATE RE: PLAN ��I RE: PLAN 3��_I 2° METAL ROOF DEGK C� � ' EXISTING RE: PLAN L4X4X1/4XCONT�NUOUS ROOF S11EAT1-11NG :ARC (WELD TO BEAMS) ----------------------- „ — • __ __________________ mosa � c architects EXISTING I/4" STIFFENER PLATE WOOD SLEEPERS EACH SIDE STEEL BEAM RE: PLAN � � � � NEW STEEL BEAM EXISTING STEEL I/2" CAP PLATE WITI1 i I I RE: PLAN � ���( O ^ ' I arCh�teCtUre, ' JOISTS RE: PLAN pIC1C1111r1g (4)-I/2"a� BOLTS � ( � � V , NEW STEEL BEAM i i 3/4" = I'-O�� green consulting, RE: PLAN i i i NEW TS COLUMN Il�lt@t"IOf Cr@$ig11 NEW PLATE I/4"X4"XCONTINUOUS RE: PLAN (WELD TO EXISTING JOIST} 2 Boulder Office ' ...J �� I I O I V ✓ ✓ ���( O I V � �„ �„ 1829 Pearl Street �' � Boulder, CO 80302 3/4" = I'-O" 3/4" = I'-O° RE: PLAN � � � p:303.247.1100 SLOPWG STEEL — � f:303.247.t 1 O 1 BEAM (TYP.) , 1/4" STIFFENER PLATE SQt1 FC'GtICISCO OffIC@ ' 2'-O° EACti SIDE TS 4X2XI/4XCONTINUOUS (WELD TO W I O TO SUPPORT 234 Hef►'1'1Qtl$tf2et METAL ROOF DECK DECIU 4" TYP. � � O O San Francisco, CA 94117 RE: PLAN STEEL BEAM EJ:415.377.9366 L4X4X 1/4 EACti SIDE NEW NEW STEEL Re: P�Arv f:415.449.6624 4X4X I/4 WITI1 (2)-3/4"� BOLTS STEEL � � � BEAM PLATE 5/8"X6"X3'-0° DECK EDGE EACI1 LEG BEAM RE: PLAN WITI1 (6)-3/4°�a BOLTS RE: PLA EACI1 SIDE ' ------------ - --------- ---------- I (TOP AND BOTTOM) WWW.IY10SqICqCChlt@CtUf@.00171 info@mosaicarchitecture.com JL6X4X5/I 6X0'-3" � 0 � 1 p � WITf1 (2)-3/4"a� BOLTS ' �' �J ' �' O , (7YP.) STEEL BEAM � CUT SLOT NEW TS 4X4X I/4 WITH I/2" � � IN STEEL BEAM } i I RE: PLAN • � tiCAP AND BASE PLATES WITti i i � � - (4)-3/4°�s BOLTS � EX15TING JOISTS AND /�� J L4X4X I/4 WITH DECK TO BE REMOVED \ ( � ) I / V./ , N ARE NOT ShOWN. i A J C9 (3)-3/4"� BOLTS EAC11 LEG w� 5/8"�7" PLATE WITI1 a. p� (I 2)-3/4"� BOLTS EXISTING BEAM TO BE � I N �� STEEL BEAM EACf1 SIDE (TYPJ REMOVED RE: PLAN � �z w RE: PLAN � i N N > � � � �j � � ECTION 2 NEW STEEL BEAM ✓ CT I C� N 6 , O NEW BENT PLATE 3/4" = I'-O' � � � 4X4X I/4 DECK EDGE RE: PLAN 3/4" = I'-O° O � (4)-I/2��� BOLTS FLANGEB AND RE WELD n 1 � � I/4" STIFFENER PLATE W � O I I/4" STIFFENER PLATE EAGh SIDE I/4" STIFFENER PLATE EXISTING STEEL 6EAM EAC11 SIDE RE: PLAN EAGFi SIDE � � � RE: PI.AN DECK AND PURLINS � U � NOT SHOWN FOR � :� j CLARITY � — � �CT( O N I O � RE PIANEL BEAM � � � � � 3/4" = I'-O° �r� � � a� , ��. � _ � � � , °,� �x�„ `� I ���,.��.�'�.�.�<�'�'����,,;�.�'`��.,�*`��� i FULL DEPTII TOP AND NEW BEVELED BEARING � � � O 807TOM PLATE AS REQUIRED WITt1 I/4" BENT PLATE NEW TS4X4X I/4 WITI1 3/4° RE: PLAN DECK SUPPORT i I TOP AND BOTTOM 'LATE (4)-I/2'j� BOLTS TT � i WITt-1 (4)-3/4"m BOLTS �/ L4X4X 1/4 BOTH SIDES NEW STEEL BEAM � � WITti LOCKNUT AND JAMB NUTS � WITN (2}-3/4"m BOLTS RE: PLAN i i RE: PLAN ' EACf1 LEG � � NEW 112" PLATE ' METAL ROOF DECK I I ON BEAM p p NOT St10WN FOR CLARITY j j O O � � �e ____________________ EXISTING STEEL BEAM REVIS�Q�IS��r�}%��"��.C3����`'d,��� WITf1 REINF�RCING EXI9TING PLYWOOD ��.4� ;� �°���""� � � �9 RE: PLAN S1IEATIIING AND J015T � �' `$ TO BE REMOVED �, � ° 4'' ��-� 6�� NOTE: AT W I O ON GRID 6, WOOD SLEEPERS 4� e a �� _____________0==-=== PROVIDE (4)-I l2"os BOLTS TO BE REMOVED tq�' ' ` °` TOP AND BOTTOM "�,� � `�u 3��� ..• NEW CIIANNEL EAC11 ��'�a e�b'f1�t � REMOVE EXISTING STEEL n SIDE OF BEAM RE: PLAN �`�° ��- �� �A`�e\'(? ����"@,���;��r•��$�� t\1 NEW STEEL BEAM BEAM AFTER NEW EXISTING STEEL BEAM � �CT I V N � � �J 121 RE: PLAN CONSTRUCTION IS TO REMAIN ,= Q IN PLACE 3/4" = I'-O" �;•��,� � S E CT I O N I I ���� ��������.��zY � E CT I � N ����� 7 -�� � n� E-Transmissions: 3/4" = I'-O" i � DECK AND PUIZLINS ', 3/4" = I'-O�� i i NOT S110WN FOR NEW T5 COLUMN � � CLARITY RE: PI�,N i i � � NEW STEEL BEAM ' � � � � � RE: PLAN NEW W8X2I — I i � � � � I/�}" STIFFENER PLATE i g„ 8�, 2'j EXTRA STRONG STEEL EACt1 51DE I PIPE CONTINUOUS WITti CAP ENDS. PROVIDE 2 I/2'� STANDARD PIPE X4" SLEEVES NEW TS 4X4X3/8 STUB �x ` � WELDED TO EACN BRACKET. GOLUMN WIThi I/2° TOP �CQWjn9 Tjt�e: EXTEND CONTINUOUS PIPE TIIROUGFI. W.P. - VERIFY WORK POINT PLATE WITt1 (4)-I/2"os BOLTS i i �' . �� PROVIDE 2 I/2'j STANDARD i1EIG11T. EXISTING DRAWING9 � � ROOF PIPE X4" SLEEVES AT BUTT JOINTS I INDICATE 5 I/2° j j ' METAL DECK ` �. EXISTING PLYWOOD � � F RAM I N G R E:P L A N METAL ROOF DECK � � �' ��• \ S f 1 E A T 1 1 1 N G RE: PLAN RE: PLAN � � . � � � S ECTI O NS � � BRACKET 3/8" PLATE EXISTING � � WELD TOP TOP OF WOOD SLEEPERS i i EAC11 ROOF BEAM i i 03.24.20�O , ___________________ Date: PERMIT RESUBMITTAL 1 ' � � � ; o � � � :i i Project No: 7649 , � � � � ----------------- LINE OF ---- - BEAM BEYOND i � � �fQW(1 b�/: CLH � � � � NEW G5X6.6XI'-4�� � � _ , BASE PLATE 3/8"X 3/I 6 (PLUG WELD TO COLUMN) � � EXISTING STEEL BEAM � Checked by: P�M ' 3"X I O�� i i (TO BE REMOVED) - 1 I NEW TS AX�}X3/8 ' ' Q 2007 mosaic architects EXISTING STEE�JOISTS NEW STEEL BEAM (WELD TO C1IANNEL EXISTING COLUMN RE: PLAN AND TS SECTION) STUB COLUMN TOP PLATE ASSUMED Sheet: EXISTWG STEEL BEAM J L8X4X3/8X0'-6° EXISTING STL. PIPE ' REINFORCE WITti CFIANNELS EACI1 SIDE WITI1 COLUMN RE: PLAN - EAC11 SIDE (2)-3/4"� BOLT9 EACFi LEG SECTION I 2 �� S �CTIQN 8 � SECTION 4 � . � . � �� a � ��; o �. o �� 3/4" = I'-O�� n,� 3/4�� _ ��_��� _ .. u, /4" = I'-O° a.��;,�° r:.. 3 . �� ' �_,,, ,, �. r�, .� `� �n_�, .. ry. ���' _ �_.��F"`�,, � � �°a . .� "�� $ a .� s GENERAL NOTES -� » ,; » �, _ 1. PROJECT SCOPE: THESE STRUCTURAL DRAWINGS MAY ONLY BE USED TO CONSTRUCT � 4 X�4 PLATE �. 4 X�q. PLATE THE PROJECT LOCATED AT GRAND ANNEX, IN VAIL, COLORADO. , FACE OF WOOD FACE QF WOOD � 2X4 WALL 4"X�'� PLATE . � „ �� � 4 m , „ 2. BUILDING CODE. THESE PLANS BEEN PREPARED IN ACCORDANCE WITH THE _ 3 (� 4 X�4 P�ATE 3 �� � j INTERNATIONAL BU LD G ODE 009 3 8 Y2 Y2 I IN C , (2 EDITION).' ALL WORK SHALL BE PERFORMED , FACE -0F WOOD Studio NYL IN ACCORDANCE WITH THIS COD ITY OF VAIL, COLORADO REQUIREMENTS. �� , „ , „ 3 �� ,� FACE OF . 1 3Y2 3 -8 3 -0 $�� 3y Structural Engineers be 3/S1.0 „ 2 WOOD . 3. DESIGN LOADS: THIS STRUCTURE SHALL BE CLASSIFIED AS A CATEGORY II L4X4Xy4X7 AT EA 2995 Baseline Road#314 . » �- � „ STRUCTURE AS PER TAB�E 1604.5. - ` STRINGER W 2 }� Sb Y4 �_ �� _ Boulder, Colorado � � ) 1 3 0 10 1 A. DEAD LOADS ARE THE WEIGHT OF THE CONSTRUC710N MA RIALS " 3 � 3 I � THREADED ROD (2Y4 EMBED) EXTENT OF �O �O 80303 B. ` LIVE LOADS SHALL BE IN ACCORDANCE WITH SECTION 1607. TREAD 16 . ; ` � HILTI HIT RE500 ORIGINA� 2�_p�� ° UPPER LEVEL z z P 303.558.3145 OCCUPANCY OR USE UNIFORM [PSF] CO TRATED [LBS] P ATE O 1 ' T0 (E} SLAB (VIF) L � � �. LIVING AREA 40 3 0 ; < , ; F 303.440.8536 � ; �, ,� , � , E 1 `' 6 6 2 -0 . � : � _ � www.studionyl.com . < A-1.5k 6/S1.0 1 4. CONSTRUCTION METHOD., 2 ' ; ; � � i < V=1.Ok � A. THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. �AWINGS DO : ,,, � ' ` „ „ � , � NOT INDICATE THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES OF ; ' • � � � - 6 6 4 ,_ „ �� N CONSTRUCTION AND JOB SITE SAFETY. THE ENGIN ER OF � � 8 S1.0 8 S1.0 > MEMBER (� (3} 1 0 X4 X1 P�ATE E RECORD IS NOT � ^ �� � ' ; x �Xis 4 BTWN MEMBER OO AT LANDING RESPONSIBLE FOR THE CONTRACTOR S FAILURE TO FOLLOW PLANS, SPECIFICATIONS, , ; , z \ AND OR ENGINEERING RECOMMENDAl10NS NOR IS THE ENGINEER OF RECORD ; � � . ,_ ; I . . . . . . . . . . . . ... .f.. . . . n . . . .)1 N � � . . . 1 . � . . . . . . . � � � . . . . .. R SPONSIBLE FO N I , , E R ECO OM C LOSS AND/OR DELAYS OF THE CONTRACTOR OR i z 11 X7 XY4 PLATE d SU@CONTRACTORS. a � ; BELOW EA TREAD TYP TREAD 12 _ _ _ _ TREAD 12 ; , � B. ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT DISTORTION AND ; . ; 6 S1.0 ANDING ; e 11MBER TREAD � LANDING � � DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL FORCES. : ; EDGE OF TIMBER MEMBER 3 LOWER STRINGER ,..,�rt� ; , s d -f _�..��,,�, , SURROUND MEMBER C3 �, „ ,r;:.�. ..�.�� C. THE CONTRACTOR SHALL MAKE ALLOWANCES FOR DIFFERENCE BETWEEN = : TREAD 1 � _.� _:. ��<My � , I CUT FROM 11 X1 PLATE ,�; F�� � �, < . � , . � „ .,, , � MEMBER 2 UPPER STRINGER P3 STD � , O � ) 'r .:,'�,Y��� ��c,�,,�t�. TEMPERATURE DURING EREC110N AND MEAN TEMPERATURE WHEN STRUCTURE IS � � t ,r , ���gQ A� ; , „ �. ,���,> o .m w� �� �_, .-- : �,; a m a �. � ,. � �. � �". , .. COMPLETED AND IN SERVICE , CUT FROM 11 X1 PLATE c � � �E� .�. a , � � «� �"� �. . i � � MMBR � 1 � � � � , E E O � �,� � �,, . ; , __ ,� � _ „ � � �� ,a.,� �$�8 ��, - o EDGE OF w � � j/ gi �. � � � � � , . � �� 4 , � � , , HSS 4X4 Y .�.� �. �a � . � xv 4 ls� �� _ 5. TRADE COORDINA110N. . 4 cn � , ; N OTE. 3 � / _ �� °��� . Y �` TIMBER , , » 4 _ 6 S1.0 � e s � � ; , .. .. / �' �,. � ;� , A. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE , ; -� � � �� �r. , : , � PLATE BELOW STRINGERS Y4 4 - \ . � .�.i�Q . �' '�� °�� ?a:, -., TREAD , , ��- . , � ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING AND SITE DRAWINGS. ; _ r� - �Ty , �. @ ���,;; , < NOT SH F - > � I � -, � �� � _ , : OWN OR . A 2.Ok .. � m >�; �:. : � � .� � . , . CONFUCTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED T0 THE ARCHITECT � �� ? s � _ �� 9 m , , � ,.� CLARITY ON PLAN VIEW � � ; t EXTENT OF a.., ��,�,, a ��° <°� �.. �,� �� �.�,� � , PRIOR TO CONSTRUCTION. � : ; 1. LOADS SHOWN ARE ��,.,� , �� .: > _ _ t , • ; �. .e_. � � �.. �t__ ��, _ . � w.»� , , a�°. � .. , _ , , � ,.. , . , MEMBER CONT PLATE o . �,�_ .... _ , � .�. �c�� r _ O ORI INAL �.��... _ _ `�--,_ F 1 G ti:,,. .. , N T U FAC ORED. . �.�. t .,,�- � _, : . �� �� ,� w � _ _ ,., � � � - �.. . ,.,� � �a. . : ,_ , , : _ '� . .. � .4 w<�, 6. SPECIFlCAl10NS. , , 3 8Y4 X4 X1 PLATE W _. . 2. AXIAL FORCE > , � v A. IF CONFLICT ARISES FROM THE RECOMMENDATIONS OF THESE DRAWINGS AND THOSE � ; AT EA UPPER STRINGER � X , , DENOTED A. w 1 CONTAINED IN THE SPECIFICATIONS THE ARCHITECT SHALL BE NOTIFIED OF THE : _ � � � ; ' 3 ; OO DENOTES STEEL 3. SHEAR DENOTED V. DISCREPANCY PRIOR T0 CONSTRUC110N. _ ; � p MEMBER 4. LOADS SHOWN ARE 6 S1.0 F- E £ TIMBER TREAD � , ; FOR EACH STRING �s TYP �, , � I ER 4 Y 4 SURROUND E- A=2.1k 7. OPENINGS: _ . ; Y4 a � p , : OR HANGER. , , V=1.8k A. OPENINGS SLEEVES POCKETS ETC. SHALL NOT BE PLACED JN BEAMS JOISTS � � z � � � � � � ; R 5. THERE ARE (2) ,� » �� � COLUMNS, ETC. UNLESS SPECIFICALLY DETAILED`ON THE STRUCTURAL DRAWINGS. � s 11 X7 XY PLATE x s , MEMBER O (3) CONT PLATE a � NOTIFY THE ARCHITECT WHEN DRAWINGS BY OTHERS SHOW OPENINGS. SLEEVES, ; � STRINGERS AND (2) , „ „ „ 8 S1.0 8 S1.0 c° � ; 3 -1 X4 X1 EXTENSION OF BELOW EA TREAD TYP � � � POCKETS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS� BUT WHICH ARE , ; HANGERS. � � � , 5 \ MEMBER O LOCATED IN STRUCTURAL MEMBERS. E ,:. .._. ____._. ......:. . ... ....__._. ) r- -1 i : � � : , , 2 TREAD 1 8. EXISTING CONDITIONS: e ; NOTE: � » A. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST ; RISERS NOT TO EXCEED 7�4 . FINISHED FLR 2 S1.0 . � � 2 S1.0 AVAILABLE INFORMATION AND SHALL 8E VERIFIED BY THE CONTRACTOR PRIOR TO � . �� VERIFY RISE AND RUN W CONSTRUCTION. o o F � � � i EXISTING CONDITIONS PRIOR ' 1 4/S1.0 • 4/S1.0 � � M N ; = � ; TO FABRICATION. 9. STRUCTURAL LAYOUT: ; 4 4 > �, �, .. � 7 X X BASEPLATE A. ALL CONCRETE & STEEL MEMBERS ARE CENTER ; 5 �4 � ED ON P�AN GRIDS UNLESS , z „ . e ; W 2 � THREADED ROD ..,` DIMENSIONED OTHERWISE ON PLANS. , ; � ( ) � , „ € a a �� _ UPPER STRINGER LOWER STRINGER �_.�..;___w v_.._.. _�_ ._����_ ......_.. _ ._...... .....�... _.:..�_�._..� H HIT R 500 B. REFER TO ARCHITECTS DRAWINGS TO RELATE 100 0 TO SITE DATUM. (2Yq. EMBED) ILTI E 2 3 : , . ,,. � „ TO E SLAB VIF . ��. �_ �� � ) � ) . s SCALE. 1/2 .1 0 SCALE. 1/2 .1 -0 10. CONSTRUCTED STRUCTURE. THE CONTRACTOR SHALL CONSTRUCT E S UC W , TH TR TURE IN � ACCORDANCE WITH THE STRU TURAL C CONTRACT DOCUMENTS. IF THE CONTRACTOR ft'� � DEVIATES FROM THIS THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A � v , �, , ` �� ,� � PROPOSED REPAIR TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MAKING 6 2 -0 6 � THAT REPAIR AND THEN COMPLETING THE APPROVED REPAIR TO THE ATI FAC ON O , S S Tl OF THE ENGINEER OF RECORD. � a , �. , ., .� 0 11M8ER: - - 3 � 3 0 3 8 y2 � Q 1. SAWN LUMBER ,� � z I..L A. DIMENSIONAL LUMBER (2 NOMINAL WIDTH SHALL BE DOUGLAS FIR LARCH 19� - ) � EDGE OF TREAD ('� „ p 3 S7.0 MAX. MOISTURE CONTENT N0. 2 GRADE CAL � `/ ), TYPI . � B. DIMENSIONAL LUMBER GRE TER TH �, ( A AN 2 WIDTH) SHALL BE DOUGLAS FIR LARCH � STRINGER � STRINGER � STRINGER �J (E) STEEL BEAM A 19% MAX. MOISTURE CONTENT "N0. 1" RADE , ICAL � � )� G TYP , FHC (FREE OF HEART � RE: BLDG ENG ' EDGE OF TREAD O CENTER). Z C. ALL LUMBER SHALL BE FOREST STEWARDSHIP COUNCIL CERTIFIED. STAIR PLAN � �� � 3 0 � D. ALL LUMBER SHALL BE NAILED IN ACCORDANCE' WITH THE IBC TABLE N0. 2304.9.1. � � _ SCALE: 1/2":1'-0" Z �� , ,� �� � PRE DRILL HOLES FOR NAILS AS REQUIRED TO PREVENT SPLITIING 6 2 0 6 W � - o E. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. . � ! F. ALL WOOD PLATES ON TOPS OF STEEL BEAMS OR ON SIDES OF STEEL COLUMNS � �' ,� � „ Y 6 r 6 ( SHALL BE ATTACHED WITH TWO ROWS OF POWER DRIVEN FASTENERS AT 12 O.C. 4 Y4 " „ � � „ „ „ ,„ y 4 X1 STRINGER Q STAGGERED UNO ON THE DRAWINGS. USE HILTI X-EDNI SHANK DI . 0 n 7 X5 X� BASEPLATE - .� - ( A .145 ) WITH 3/4 Ya 4 4 „ „ �, �, y 11 AT TREAD TYP, � DIA. STEEL WASHERS. CONSULT HILTI REPRESENTATIVE TO SEL (2) 6 X5 XY4 PLATE „ 0 4 z � ECT LENGTH TO W/ (2) }� � THREADED ROD Z �� 1Y2 MIN - - NOTCH TREAD AROUND - PENETRATE THROUGH STEEL BEAM THICKNESS. �� W/ (2) � � A307 � (2Y4 EMBED) HILTI HIT RE500 Z STRINGER & BRG PLATES � THRU BOLTS = TO E SLAB VIF - c.� , � ) � ) . � � � STRUCTURAL STEEL � ..��.�.r.: : ,� ,� „ �, •- „ 2 6 X5 XY4 PLATE ' Ya. 3 Ya 3 ( ) . o �' „ 1. GENERAL REf�UIREMENTS. �- W 2 � � A307 � � ) WOOD SURROUND TO „ � , ;. A. STEEL CONSTRUCTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION THRU BOLTS BEAR ON PLATE ' o o E- ? P3 STD P3 STD � � (NINTH EDITION) AND SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH � � � � �. � „ „ � AISC CODE OF STANDARD PRACTICE FOR STEEL BUI�DINGS AND BRIDGES LATEST - n n - -� �'+� EDITION. 4 X1 ; STRINGER N . �, � _ z 8. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICAl10NS. V-1.85k - � g , BEAMS W A992 A � ) _ BASEPLATE PLAN - PIPES (P) A53, TYPE E, GRADE B c� , 4 � ANGLES L A36 . ��. �_ �� � � � SCALE. 1 .1 0 SECT A-A TUBES HSS A500 GRADE B � ) � PLATES PL A36 � ) _ „ C. AL.L BOLTED CONNECTIONS SHALL BE MADE USING A325 N BOLTS. 3 4 DIAMETER 2. ITEMS TO BE SUBMITrED FOR REVIEW: � UNO INSTALLED IN ACCORDANCE WITH-"SPECIFICATIONS FOR STRUCTURAL JOINTS A. PROVIDE STRUCTURAL-STEEL SNOP DRAWINGS INCLUDING ANCHOR BOLT LAYOUT, & - TOP OF HANGER SEGTION TREAD SECTION ( ) DETAILS. PROVIDE STEEL' MILL CERIIFICATES, WELDING CERIIFICATES AND F'j USING A325 OR A490 BOLTS" LATEST EDITION, UNLESS OTHERWISE DETAILED. „ „ �J „ , „ , ,,, , „ � p SUBMITTALS REQUIRED BY AISC MANUAL OF STEEL CONSTRUCTION . SCALE. 1 .1 0 SCALE. 1 .1 0 MINIMUM OF TWO BOLTS PER CONNECTION. ALL BOLT HOLES TO BE 1/16 LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT. ALL BASE PLATE B.' PROVIDE FOREST STEWARDSHIP COUNCIL CERTIFICATION FOR LUMBER. ` BOLT HOLES TO BE 3 16" LARGER IN DIAMETER THAN NOMINA� SIZE OF ANCHOR BOLT. � �: D. ALL STEEL SHALL BE SHOP PAINTED WITH A PRIMER. ALL WELDS AND BARE SPOTS SPECIAL STRUCTURAL INSPEC110N (SPECIAL INSPECTOR SHALL BE EMPLOYED DIRECTLY BY THE OWNER i SHALL RECEIVE TOUCHUP PAINT. FINISH COAT PAINT TO ARCHITECTURAL DETAILS. ' � E. ALL STRUCTURAL STEEL SURFACES ENCASED IN CONCRETE OR WITH SPRAYED ON FIREPROOFING� SHALL BE LEFT UNPAINTED. ALL STRUCTURAL STEEL SHALL BE L- GENERAL REQUIREMENTS: FIREPROOFED IF RE UIRED PER ARCHITECT'S DETAILS. A. SPECIAL STRUCTURAL' INSPECTIONS SHALL COMPLY WITH CHAPTER 17 OF THE Q INTERNATIONAL BUILDING CODE. F. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED TO PREVENT DISTORTION OF DAMAGE 'T0 THE FRAMEWORK DUE T0 THE B. SPECIAL STRUCTURAL INSPECTION IS REQUIRED IN ADDI110N TO ANY INSPECTIONS � STRINGER � STRINGER (SSUED FOR: DATE: ERECTION FORCES. COLUMN BASE PLATES ARE<TO BE SHIMMED ON ALL SIDES REQUIRED BY THE LOCAL BUILDING DEPARTMENT OR GOVERNING OFFICIAL. PRIOR TO GROUTING NOT WITH A CENTRAL SHIM. C. SPECIAL STRUCTURAL INSPECTIONS SHALL BE PERFORMED ON, BUT ARE NQT LIMITED �, n „ , „ „ PERMIT 9/2/08 � T0 THE FOLLOWING ITEMS: 4 11 6 2 -0 6 • OT : _ _ 2. YVELDING. �� A. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE 2. STRUCTURAL WELDING: PER SECTION 1704.3.1 WOOD SURROUND z - ' AMERICAN WELDING SOCIETY. ELECTRODES MUST MEET E70XX SERIES RE UIREMENTS A. ALL WELDING INSPECTIONS SHALL BE COMPLETED BY AN AWS CERTIFIED INSPECTOR. NOT SHOWN � BACK OF TREAD Q B. ALL WELDS SHALL BE VISUALLY INSPECTED. 1009� OF ALL GROOVE WELDS SHALL ; REVISON: DATE: LOW HYDROGEN WITH MINIMUM TENSILE STRESS OF 70,000 PSI. ELECTRODES SHALL � FOR CLARITY. BE PRODUCED AND STORED IN ACCORDANCE WITH AWS D1.1 SECTIONS 4.5 OR 4.12. RECEIVE RADIOGRAPHIC OR ULTRASONIC TESTING. MAGNETIC PARTICLE TEST 20% OF �' PERMrr `- 1 3/23/2010 B. STEEL FABRICATOR SHALL PROVIDE A FIRE WATCH DURING ALL FIELD-WELDING ALL FILLET WELDS. � RESUBMISSION C. NON-DESTRUCTIVE TESTING OF ALL COMPLETE PENETRAl10N WELDS. � PERMiT OPERATIONS. � ^��b 2 �� ,� t i; RESUBMISSION 4/09/2010 C. MINIMUM WELD SIZE SHALL NOT BE LESS THAN 3 16 CONTINUOUS FILLET WELD D. VERIFICATION OF CURRENT WELDER S CERTIFICATION. \ ; „ � . � E. WELD INSPECTION OF SHOP FABRICATIONS: ;: II II ; UN0 � �� � �: ,; : 4 X1 STRINGER II II .. D. ALL WELDERS ARE TO BE UCENSED AND CERTIFIED TO AWS STANDARDS. '� _ _ ! E. REPORTS OF EACH WELD TEST SHALL BE GIVEN TO THE STRUCTURAL ENGINEER. NQ 3. EXPANSION, EPDXY AND ADHESIVE ANCHORS: � I ; , FAILED WELD SHALL BE PERMITTED TO REMAIN 1N SERVICE. IT IS THE RESPONSIBILITY A. ` DURING THE PLACEMENT OF ALL ANCHORS. � ! �� �� , B. ALL ANCHORS T0 BE INSTALI.ED PER MANUFACTURERS SPECIFICAl10NS AND � ` �� �� � JOINT OF FRONT OF , , OF THE TESTING LABORATORY TO PROVIDE 11MELY NOTICE OF FAILED TESTS TO THE \ .': i PROJ. NO.: 7032 CONTRACTOR. APPUCABLE ICBO REPORTS. II II �\ �` �. t , TREAD AND REAR OF . F. WELDING SHALL PROGRESS W A MANNER WHICH BALANC S TH `� ° i � II II } TREAD DRAWN BY: DN � E E STRESSES IN THE pu S � �_ t j MEMBERS, IN ACCORDANCE WITH AWS. 4. T1E AND RESPONSIBIUTIES OF THE SPECIAL SIRUCTURAL INSPECTOR: > DESIGNED BY: JT . �� a � G. PREHEATING REQUIREMENTS FOR BASE METALS SHALL FOLLOW AWS GUIDELINES. ' A. THE SPECIAL STRUCTURAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR HE KED BY: H CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICAl10NS. � 1 C C CO z a , B. THE SPECIAL STRUCTURAL INSPECTOR SHA�L REPORT T0 THE CONTRACTOR UPON � ;�. � STRUCTURAL SUBMITTALS AND SHOP DRAWINGS. � ARRIVING ON SITE T0 DETERMINE WHETHER ANY DESIGN TEAM COMMUNICAl10NS TO THE CONTRACTOR AFFECT THE WORK TO BE REVIEWED.` THE SPECIAL STRUCTURAL' EXTENT OF � �, 1. GENERAL REQUIREMENTS: , ORIGINAL PLATE •- A. THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD'MUST BE SECURED ON ' SHALL LEAVE A COPY OF EACH OF HIS REPORTS WITH THE CONTRACTOR UPON ALL STRUCTURAL SUBMITTALS. , LEAVING SITE. ; C. ' THE SPECIAL STRUCTURAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ,� • I B. D0 NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED }� � A307 COUNTERSUNK SHEET TITLE. INFORMATION AS THE BASIS OF SHOP DRAWINGS BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS WITHIN 24,HOURS. ALC DISCREPANCIES SHALL BE BROUGHT FRONT OF TREAD THRU BOLTS W� FILLER C. VERIFY ALL FOUNDATION, ROOF, FLOOR AND WALL OPENINGS WITH ARCHITECTURAL, MEMBERS Q&Q: TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS LOWER & UPPER STRINGER, UNCORRECTED, T0 THE PROPER DESIGN AUTHORITY AND T0 THE BUI�DING OFFICIAL. „ „ STAI R D. ` CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. 11�i� X 1 P L A T E ANY ITEMS NOT'IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE 0. T H E S P E C I A L S T R U C T U R A L I N S P E C T O R 1 S N O T A U T H O R I Z E D T O A P P R O V E A N Y CHANGES TO THE CONTRACT DOCUMENTS. ANY VARIATIONS SHALL BE BROUGHT TO CUT TO 11'� TREAD, � FI.AGGED BY THE CONTRACTOR. THE ATTENTION OF THE CONTRACTOR AND ENGINEER OR ARCHITECT OF RECORD. 7�" RISER, D ETAILS „ E. T H E S H O P D R A W I N G S D O N O T R E P L A C E T H E C O N T R A C T D O C U M E N T S. T H E E. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO ALL ITEMS REQUIRING SPECIAL ° ��4 CONTRACTOR SHALL MAKE SURE THE STRUCTURE IS CONSTRUCTED IN ACCORDANCE 4 WIDE STRUCTURAL INSPECTION. THIS SHALL INCLUDE. BUT IS NOT LIMITED TO LADDERS, WITH THE CONTRACT DOCUMENTS. SCAFFOLDING AND MAN lIFTS. , F. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE ARCHITECT. SHEET NUMBER. , � F. THE SPECIAL STRUCTURAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT 1 G. ALLOW A MINIMUM OF TWO WEEKS FOR ENGINEER REVIEW, PRIOR TO FABRICATION � OR CONSTRUC110N. S T A T I N G W H E T H E R T H E W O R K R E Q U I R I N G S P E C I A L I N S P E C T I O N W A S, T O T H E B E S T O F THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS AND STRINGER SECTION TREAD PLAN H. SUBMIT TWO COPIES OF ALL SHOP DRAWINGS. THE STRUCTURAL ENGINEER OF SPECIFICAl10NS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 7 . ,,. , „ 8 RECORD WILL MARK AND RETURN ONE COPY AND RETAIN ONE COPY AS A REGORD - SCALE. 1 .1-0 SCALE: 1":1'-0" � SET. � ��� N iJ"f N � (��l ��1� f � f ON�� l���l�� i� � �l I I 1�� � 1� � 1� � � �l �1� � �1 �� f O�l� ,.� �� � � � �� � � � � �� � � � �� � �� � � �� ���� ,� �� � r o W N � : � . . SINGLE LINE DESCRIPTION DOUBLE LINE '�u� A�F ,4BOYE FINISHED �LOOR U"� ^ J.� WIN7ER DESIC�N t�MP�RATURES. INDOOR. �0 � DB ��I I O � �' � � � � � ���1�1 � C� ���I` O � �- � � � � � . _ AUTO �4U70M,4TIG � � ; OUTDOOR. 20 � DB . C� 9(d ELBOIU DOWN p --►f-- � ' � � -DQ- R CxATE VALY� F- T tEMP�RA7URE SENSD ABV ABOV� AG � ' '� � O R ; : -�- OR GH�GK v,4LV� �3 u O � ' ` SUMMER D�SIGN t�MP�RATURES INDODR , 72 F DB � � H HUMIDITI' SENSOR BLW BELOW t� r ` 90' OW U � � ((� V 1- OLITDOOR: 90 F DB � �LB P � ----�- OR -f- BALL 1/ALv� ' ' , � � � � QH DEHUMIDIStAt C�M GuBIG F�E7 PER MfNLlTE (�IR QUANTItY) �,, BUttEizFLl' 1�ALvE � � � �- �4..�! OFFSET t0 GN�,NCs� ELEVATION S SENSOR CLCi CEILINCs O ELEVATION 82fd0 F��7 1 Q ,. (� - l At 30° WN�N POSSIBLE. � --I�- OR --1�-- PLUCs VALYE �" � v W T� � ARROIU SLOP�S DN. )' � OINT OF ISCONN �710N CO C ANOUt ^ W CxPM P D E.. LE � � Z WALL R-v,4LUE C/�YCs) 2� �- GIRCUIT S�tt�R UJItH GPM � � - , � � � e POINt OF NEW CONN�GTION GONG CONCR�T� ,.,�, I..I_ z , ROUND RADIUS ELBOW � � -�-- C�LOB� VAL1/� _ !�' � . _ - ��OOR DRAIN D DEPtN (OR D�EP) l.Ll � W ROOF R VALLI� (AVCs) �5 ' _,!,_ O � � � � - ,� OR ,, StRAINER C1'-TYPE) UJI7H BLOW-DOWN _ � � - � � � �LOOR SINK DN DOUJN � � ^- • �Q� ,�., (� F 90 STRAIGf-IT T�� OR TWO-WA'f AUTOMATIG CONTROL VALVE CsLASv U-VALL{E (,4VCs) (d34 -D�1- -►?i- (� � � O �I HORfZONtAL GLEANOUt DMPR I.�AMP�R � ��/ 1_' (K OR THR�E-WAY AUtOMAtIG DIY�RTINCs VALV� � /� � u- � � 8 SH O �FI I Nt ) , m39 4 LOW YOL7ACs� DELAY-OFF ��N CONtROL EA �ACI-1 ' � Z Cs�AS �DINCx G E G� C,4VCs 90' CONICAL TEE � � SO NOI YA � � O � 0 OR -►L-- �E D �Y� � -�'GF- 'd- - PT ERV PERC�NT TIM�R coNTROLLER EG EL.EGtRIG,4L cONTR4cTOR �r+n � � � ' �i PRESSUR� R�Gt1L.ATOR COR R�DUGINCx YA�V�) � +� � - �L�GtRICAL POU1�R AYAiI.ABL� 208/3 -�- OR '� � O ER / �Cs EXHAU57 RE�xIST�R / EXHAUST GRILLE �usna`" ,� � 45° BR4NC�1 M - , O Ui _� . � TUlO WAY MODULaTit�llx GONTROL YALVE ` �� � SD SMOK� D�TEGtOR E7R �XI871NC� 70 REM�41N , (L QM-ti-- t1�R�E-1U,41' MODU�AtINCx MIXfNCx YALV� � ` �. �- r z / p H EXH EXHAUST '�f"'� � W • pP R � i-�- �F5 CONICAL tE� DIFF�R�NtIAL PRESSUR� vAL1/� - ����� f l���X -� � _ - s s FD FfR� DAMP�R oR FLooR DR41N Seal � � OR }� PR�SSUR� R�LI�F V,4L1� , FPG FfRE PROT�GtiON GONtRAGtOR " � SIZE OR SHAPE TRANSITION T ��/ � S�� D�SGRIPtION �I- �/ MANUAL AIR vENl' , ..., ,5,�► O � � f � ���f �� . ..� � CxPM CsALl.ONS P�R MINUT� CWAT�R F�OW R47�) Q�•' +.'P � M(d.0 MEGHANIG4L GOVER SI-EE�7 T AUTOMATIG AIR YENT '�� :� 3 _� ( � I f� `� f � I � , p� ��c� � I�I �l#� I I �I �L i\ �- N N�ICsHt lOR NIC�H) C�. � � � � � , a MI.O MEGI-IANIG,4L SCN�DUL�S ___1��ti�MM1 ROUND �L�XIBLE DUGT VACUUM BREAIGER � • �- . w LD SUPPLY DfFFUSER CLINEAR) y N � M1J MECNANIG,4L zONfNCs PLAN OR PRE55UR� CxAt1Cx� WITH Cs,4UGE COGK '� `v - � � � ti�� � MC M�GNANIGAL GONtRACTOR .... � ` 9(d' �LBOW DOUJN P M2.0 MAIN ��1�� M�GN,4NIG4� PL,4N _� PRESSURE SEN50R 512E CINCH�S) -� � ' � �. NOT�: FOR STANDARD MODULE SIZ� MOD MOTOR OPERAt�D DAMPER �+j W M2.1 LIPPER LEI/EL MEGHANICAL PLAN PRESSUR� / T�MPERAtUR� t�ST PORt Z = � _ � T RECx15TER5, SIZ� CsIYEN IS N�CK OA (OR OSA) OUt51DE AIR Q �-- M2 AttIG M GNANICL� AN 90 �LBOW UP SIZ�. REF�R t0 AIR D�YIC� SGH�DULE � � 2 LEVEL E L PL Q TEMP�RAtURE S�NSOR � Z � SN��t POR MODIJL� Slz�. � PG P�UMBINCs CONTRACtOR [Q O M23 ROOF LEV�L M�GNANIGAL PLAN T+�ERMOMETER U1�LL DROP/ RISE e . DROP/ RfSE � t= OFF°v�t 70 CHANCs� EL�YA710N C,4t 30 +� _ � � _ AIR QUANTITY CCFM) PLNM PLENUM - U .0 MAIN UM ING /�,N U1NER� POSSIBL�). ARROW IN DIR�CtION � _ � � P2 LEl/EL PL B PL -� 0- TN��"fOM�t�R CA COMB. ,41R �- -� O� Af OW. INDICA7� D OP OR IS�. � - � �� R R _ �OSA - DUTSIDE AIR PR PIPE RISER P2.1 ', L{PPER LEI/�L PLUMBING PLAN ' � e BtU M�t�R I�LOW t t�MP�RAtUR� DIFF�R�NG�) 12/ro D-25¢� RET = RETU�I O O � � EXN = �XNAUST RA COR R/A) R�TURN AIR (L F }- P22 A771C L�YEL PLIJMBII�C� PLAN ROUND RADIUS EL80W FLOU! METER MUA = MAIGE-UP AIR � �_ (X � RR REtUi�l RECxiSt�R -1 O Fs � P23 ROOF,LEI/�L PLUMBINCs PLAN �_ PLOU1 SWItCH - [Q � TYPE OF ,41R DEYIGE. 4 , : RG CRACs) REtURN AIR CxR(LL� c(� U.t REGtANCxULAR ELBOW WItH , A R� SGHEDULE SNE�t � , z P2.�F SItE PLAN - C�AS PIP� ROUtINC� AG2UAST,4T V � � tURNINGz V�4N�5 � O� � 9,4 COR S/A) SUPP�Y AIR Q M3.2> MEGHANICAL SCN�M,4TIGS =DOOOd- OR ---��- PLEXIBLE PIPE GONNEGtOR � � � ' O � SPLIT BR1�,NGN TAKE-OFF 5. DMPR SMOK� DAMP�R OL � E � O � M3.1 M 1-EA ( ,4 5 H MA71 S WI7H SQUARE ELBOW -i f- p- �C N G �. G � G I PIP� UNfON � SPLITTER DAMP�R � � SR SUPPLY REC�IST�R CSIDEW,4LL OR OUGT MOUNtED) � � �� � � O � M-0�.m MECI-{ANIGAL SPEGI�IG,4TIONS d SEQU�NG� OF QUICK CONNEGT ICsASJ OR H05E BIB IIUATER) SPLIt Biv4NGN TAKE-OFF � � W OPERAtIDN � I ( � I � . SV STUDOR VENT (SIZED BY CONTR4C70R) � �p WItN RADIUS �LBOW k �,/ �� � ��I �l�� I �I �l I\� �- O J C� �R � RADIANt OR SNOWM�LT MANIFOLD UJItN ACG�SS - ' SPLITTER DAMPER TYP T1'PfGAL _t �- M m � O-- PIP� UP OR PIP� UP 4 DOWN O z tR4N8 TRANaITiON 'Q i BR4NCH t,41G�-0FF WItH DUGTINC�: IP PIN�s: -1 }' O � '4 � RADIUS N��L AND DAMPER C R C�- PIP� DOWN � OA - OUTSID� AIR CN - C4�ILL�D/I�EAtING WAtER 7/,4 7HROW AWAI' � � � T� - TOILET EXHAUS7 DW - DOMESTIC LUATER Q � , ` t- l� i ( (� I �I /� � I C�x - Cs,4S uN0 � r � z - I I V � ( I �t#�� � �i �4� UNLESS NOTED OTHERWIS� � _. I BR4NGN T�IG� OFF WITH � I � � �� � : - �, u. C:ENER4L 5M SNOUJM��T V 3 � AIR �X7R4CTOR _ i US - UtILIT`f SNAFT SD STORM WATER CSD AND/OR OD) U5 UTILITY SI-4AFT � >- UJY - WASt� ANp/OR 1/�Nt � Z � GUJS/R �NILLED WATER SUPPLY/R�TURN d 0 W/ WITH i �IN�D DUGTWORK CS/R GONDENS�R WATER SUPPLY/RETURN � c� IuNLESS NOt�D Otl-IERU1fSE) � O = � HWS/R HEAtINCx WATER SUPPL`f/RETURN T� W Wp�7N COR WIDE) � �r r NUJS/RCNt) HEAtINCi WAtER SUPPLY/RETURN HfGH t�MP RfSER NLIMB�R u.. � � 6QUAR.E N�CK CEILINCs DIFFUSER HWS/RCLt) N SU XFR tRANSFER , !X HEAtf C� WATER PPL'r'/RETURN LOW tEMP � � z � 4-WAY DIRECTIONAL 7NROUJ � SMS !U � �g � /R SNOWMELT SUPPLY/RETURN � UNLESS INDIG,4T�D OTNERIU � Z � RS 4 RL REFRICxER4NT SUGTION � R�F. LIQUID /�I ' ( � I /� \ / /�}� IC � ----------- I �l� �'e 1l I �� � lo/) �1�.1 OUN N CK C I INCs IFfuS �l�C l�F I ��� ���� � z W R D � � L D �R DOM�STIG GOLD Wr4T�R CDGW) � �F-WAY I GtIONA tH OUJ ------------- /� W D RE � R � w O DOMES7IG NOt WAtER CDHIU) f � f �t � � � � ��1� �l � l�l� f � �„ _ UNL�SS INDIGAT�D OtN�RUJIS� ----------------- _ DOM�STIC H07 WATER RECIRC IDHR OR DUJR) AHU AIR �IANp�INCx UNft � i- T 1� - O SID�W,4LL SLIPPI' CsRILLE DOM�STIG NOT W,4TER AT TEMP SNOWN ��� C�i��� f ��l �C��. w � , T AS AIR SEP,4R4TOR � OR RECzISTER WITH W WASTE CIN FLOOR) � � 4 AIR EXT C70R - - -- - -- - - - t' �' � Y vEN7 CEN CEILINCs) F3 BOI��R CHOT W�T�R� W = � a GW CxR�,4S� WASt� TE�fINAL t'r'PE: i�.� l3 N GNI �IA F OUN NEGK G ���R QL L R D W _ pC G f INCx I�FUS D P PRES9URIZED WASTE GV GONSt,4NT YOLUME BOX CSERI�S) � L D F �R _ (k � � FP F,4N POIU�RED BOX IPARALLEL) . � fW y INDfREGT WASTE GG GQ(Lf�lGs GOIL W �- BD BUI�DINCs DRAIN W - VARI�BLE YOLUME ul (Y 1T - V,4RIABL� VOLUME w/ R�H�,4t fsaued For Z W BS BUILDINCs SEWER GH GABIN�T HEATER � � ` SUPP�1' DUGt RIS�R i3 . z O S D STO IN � m i�l`1 DR�4 GOOLINC� AIR QUANTITY ICFM) GT COO�.INC: TOUJ�R C�L� No. Date Comment � �r OD Ol/��LOW DR41N C9TORM) �� (L FP 1100 i 2/i'1/10 PERMfT W SO � 10 540 -�- MINIMUM AIR QUANTITI'CCFM)FOR • _ � R�tURN, �XNAUSt OR D SED(M�NT OfL DRAIN CY CONSl'ANt �/OLUM� BOX �. (Y. _ 1�NtILAtION OR NEAtINC�. I 2 3/26/10 PERMIT W OUtSIDE QIR DUGt RISER Cs NA7UR4L CxAS � O � � PRIMARY AIR YALYE SIZ� D�F D15HWASH�R �X�lAUST FAN RESUBMItt�41� 1 � MPCx MEDIUM PRESSURE N,4tURAL`C�AS a1 � LPCs PROPANE C�AS � G�ILINC� REtURN AIR EBH �LEG7RIG BASEB0,4t�D NEATER q p �� �y- z CzRILLE OR REC�ISTER D DRAIN } d � � CD CONDEN5A7� DR41N ECU �V,4POR4TIVE COOCINCs UNIT � � _ _ F FIRE SPRINKL�R lL _ I II'�/� I��'° I EF E>cNAUST FAN � � DOOR CsR LLE GA GOMPR�55�D AIR �l�I I� ��� I�.F��� 1 O�� Q jk -C�SS/R-- CxEOTNERMAL SOURCE SUPPL7/RETURN �RY �NERCa1' R�C01/�R1' Y�NTILAtOR (AIR t0 ,41R NX) }-, W fL SUJS/R SOLAR UJAT�R SUPPLl'/R�TURN DIUBP DOM�StIG WAt�R BD05tER PUMP � p ET �XPANSION T,4NK , � M,4NUAL B,4LANGINCs DAMPER - CE) �XIST(NCx U GUJP CNILLED WATER PUMP CPRIMARY) � � _,. CUCs) UND�RC�ROUND FG FAN COI� � .Q t- � GP COND�NSER WAtER PUMP � � j� j� P FAN POUI�RED BOX O Z MOtORIZ�D DAMPER ��I I O � ��I I � � � pIUNP DOM�StIC WAt�R �{�At�R PUMP � � C� CsLYCOL F�EDER � � DIURP DOM�StIG W,4t�R R�CIRGl�L,4TION PUMP O U1�T R070R GIRCU�A70R �� c� NC H�,4tINCa G L z V SMOK� DAMP�R .4 N W�7 ROTOR GIRGULATOR CW/ INTEfsR4L CHEGK) FP FIRE PUMP U.I ' � NP NEAt PUMP � � � � i-IWP HEATINGrt WAT�R PUMP NX HEAT EXGH,4NCs�R r'IEC�,4NIC�L W , _ _ c� � FIR� D,4MPER IN LINE GIRGULATOR PUMP W U ��►cP P�-�+e.at coi� PuMP GOVER S�-{��T r� z NUM lOR N) NUMIDIFI�R � Ui , M CCs N IG T.4Cx FO ANl' OS M ) � � P PU P E ER R PURP E PU P � Z KEF KI7CH�N EXNAl1ST FAN � GOMBIN,4tION FIR� AND SMOK� DAMP�R - � (L/ MULTI-STACsE GENTRIFUCzAL PUMP SGI�-IP SEGONDARY GNILLED W�tER PUMP � � F/S F/S Mv MIXING V,4LVE u- � � N � SI-IWP SOL�4R H�AtINCs WAT�R PUMP � ct) ? P PUMP (SEE PIPINCs LECsEND FOR D�TAI�S) z W +� GEILINCx R4DIAtION DAMP�R - �ND SUGTION GIRCULAtOR ,,- � Z _ UG � 5DP StOrd'1 DRAIN�:�UMP � it! � t� REtURN/RELIEF AIR F,4N �q p- - X (X SM SNOUJMELt PUMP >` W U1 ; P vF SUPPLY FAN W . , Q ' CxRAYITI' BAGKDR4FT D,4MPER - . L1 U Pro ect No. 5ca le. Z T F J � � tOl��t EXNAIJST FAN (k - 9��1.mPa N./�. O ' m � � �Y 7HERM05TATIC MIX(NCs Y.4L1/� (� ? � S DUGT MOUNT�D SMOK� DETEGTOR S Drawn By: , Check�d Sy: Z IK 0 O � , U� UNIT N�AtER '4 Ui � �TUJ JDi'�-' ' � w = ° , w ? _ W Y,4 1,4 YO uM OX � R BL� L � B � l'1 C�ILINC� ACCESS P,4N�L � / � / z Z (K. . � � , � � � w YR Y,4RI,46LE YOLUME BOX W/ REI-4EAt = lk p- U ttl � WI� W�T H ,4T �R � �R _ U �o.a w _ WALL GAP - BA7H OR DRl'ER EXNALJS7 � ?- n � �� _ � z WITI-1 INTECsRAL B,4GKDRAFT DAMPER U d �0 � � � �,�� N ��� ����� ������� � � C�1���l�l I 1�� l�l�l f�" SG���l�l�� ,� q � � �--- : W N � � C�,4S INPU7 ,4T ,4LtITUDE MARK RE�RfCx. NOMIN,4L CLC� COND GOND GOOLINCs GOMPRESSOR F,4N ELEGTRIGAL MANU�,4GTURER AGGESSORIES t�-� APP�I ANGE r„+� � �Q i� MBH C�H . CAPACIT�r G�1r( ESP ,4M fENT auTP�iT aT1� � ,4 �4 H � ,4 vo TA� i H � MoDEL NO. 11� ^ B R R� �' L L E P � � �- � � _ 1_I._l 1/�RTICAL STAGKINC� UNIt GONFICzUR4TION, DOUBL� WALL GONStRUGTION, MODLJLATINCx NOT CsAS BYR4SS, � 6 TONS „ , UNItEU COOL�41R f- , -� - M,d,ST�R BEDROOI"C FIi�Ei�Lr4C� 8� 99 CU-1 i�-�l�a ���� 1.� 9� F �8.� 1�'1�3I� 2 �3 ea 1�.�4 �a 2 (0 23m/3/�om LOUJ AMBI�NT GONTI�OLS, ���z�st,at � — C�2 MBN) NIC�N EFF - G�C�3,4N�4 � � O '� FLEXIBL� C.4NVAS DLlGT GONNEGTORB u� � � U n � � LIVINC� i�00M �Ii��PLACE C�8 �IC� T�X) 16� 198 , , - � �.. v � � AGG�SSORIES O ., ` (L� , � �'.' W M,�ST�R D�CK �I�E�'L,�CE �o� �� < i - VERTICAL St,4CKINC� UNIt GONFICsURAtION W/ COND�NSINCs UNIT 5 - NOT USED. 9 - NOT USED. �` � /� � I �^ II x W r�c I�l �� ( � �l����l��� 2 - �LEXIBLE CANVAS DUGT GONNEC70R5 6 - NOT US�D.' 10 - NOT US�D. U � � Z 3 - 1/� - 11 - NOt US . � l'? D DRf1/�N �AN � NOt USED. �D � � � ii �F - OU WA CONS 11GtION S - N07 US . 12 - NOT USED. _.,. Z ,� KITCI-EEI�I R,4NC�E C3m 1lIKINC� �OUiz �URN�R) �P� 7� � a�e LL TR �� � � � u, , AGGESSORfES � w MARK EV/�P MfN. EV,4P E.S.P. COOLINCx HEATINC� E�ECTRIGAI� FILtER M,4NUFAC7URER 8ER1/ES tYP� LOCATION � � -- �a — � ; C� p � . � 2 � 6 8 1 � � -�. � 8200 INDOOR Rq SG SG INDOOR Rq HC HC VOLTACxE/PI-E,4SE H.P. ��,4 MODE�. NO. 1 3 �4 7 9 1m 1 12 � � OUTDOOR B,4fi�B�QU� ;CL0�4p fS ,4N ,4LLOUJANG�� 1�� 123 ' � � � � � � 2" PL�ATED a: Y Cx C HORIZONtAL M�CH ,4T1'IG � � � __ n __ UN I TE D COOL,4I R lb: MAStER BED � p� X � u- ' FG-1 2��� 1.� �i2 �42.�D �5.� -- -- 23�/3/6� 1 3.2 • • • • . puct�p u.� lc. BED I/HALL ' Z TOT�L CONN�CT�D L0�4D �6� 5�8 G�C�3r�I�A �d: a �4 O ti� o BEO .�. � � • ,4S ON A Cs.4S VA U OF 810 7LI/ CUF7. . - - - �^�^ � N B �D L E B ABBREVIATIONS. Rq SG - REQUIR�D S�NSIBLE C,4P�GITY, SG - S�NSIBLE GAPAGITI' OF l�Nlt, R HC - REQUIRED H�ATINCs GAP,4C171', HC = H�A71NCs C,4PAGITI' OF uNIT CALL G,4PAGITIES AR� IN MBH). ,r,nnn , � — q b- •NE�4tINCx IS PROYID�D B`( �XIS71NCs IN ��OOR RADIANT H�,47. � � � , � � l,/'�-�r n � � ' 1J._ � 1��C�--E�l�l f G,�� ��?l� f �'1��1�1� a��--E��l,�1�� ,� f �f� � � r z � f X�"l�fi�� C01�1�1��� 101�l SC���U�1�� fi� �� � �. m �► � � � SYM. DESCRIPtION G,4PAC17`r' ELEGtRiC MANUF. � MODEL REMARKS S`r'M. USE LOG�4710N �INISN ACC. MANU�. � MODEL REMARKS s�a� � �IXTURE �BREVIATfON HUJ CU1 WASTE VENt � O�R��G> , � , . ... .,�� O . . . . . . . . . . �. . . . . . . . .e . � � . . . . . � .. � � � ° . .. _ .� �. --- �� u �� 8(d C��4LLONS STORAG� 140 STORACrtE TEMP 30 DECxRE� D�FLEGTION ; o'� . � w,atER cLos�t wc ii2 3 2 UJ�7�R +���4T�R BRAD�oRD uJNitE GOORD. TITUS , �, .� �,UN-I C2) 5m00W �l��M�NtS 2�8/) �� �l.0 O. . . 71'P� 15 C,4RP�t GLAMP s Q '¢` dQ` �' ' , �4 8U�'PL1' �LOOR/UJ,4�L B D _ �o.., � , M-2-HES�R�DS UJ/ ARGH. GT-Pi� 3 �t��N�� • Q �� �� �� _ �� t �2 : u� LAVATOR`( LAV 1/2 1/2 1 1/� 1 1/2 1-8.7 LBS/HR AI OvINCs SWITGH O Tl' 7� • +�UMfDiFi�R NORTEC R PR COORD. �'ITUS ` � ��R Pe � b� : � N-1 2m8/1 3.3 kUJ 1�.9�4 �i�� �iM�t 8 SU l' C I IN� -- GONCE,4L�P FAStENINC� � • , , �P� � � � _ *_ _ _ � � �� �� �� �� i�l� DUGT st��M pist i ur�or� ru l�1/ �4RGN. �L X 1 �� NT att GONT o .�"�' ,: KI7CNEN SINK WItH DISPOSER DW KS DW 1/2 1/2 i l/2 1 1/2 R B B� P ERN R LLER ��'� � 1-5 LBS/HR AfR PROViNCs SIUfTCH BORD�R t1'P� 11 NUMIDIFf�R NORtEC GOORD, tITl�S � ; �� �� �� �� _ __ � DfSHWASI�ER DW 1/2 1/2 1 1/2 1 1/2 N 2 �2�/�, �.J kUy1, ��✓,�3,4 HIGcH LIMIT C SUF'�'L�I' l.l���.� HIDDEN �LANCsE INSTALLATION W . : izl-� 1�UCT st�,aM pistRiaurioN rue� UJ/ �4RGN. F�-X*-1-11-JT Patt�� coNtRO�.�.�R z ? n � ° I ii n n ' n 36(d CU. �T. SM�RT/PLUS CONT O S NO I ONTAL BLAD�S � N �; B,at�+tua i sNOWER sN - 3i� 3i� � 1i2 � �i2 STE�4M MR. StEAM R �- GOORD. TfTl�B Rz SGc-1 2�8/1, 9 kl.0 auroF�usN D SU�'PL�t' UJ�4LL/GEfL(NG� O.S.D. �ouB�� oeF��cTioN � z ����R�ro� su��� ���� u�i �RC�►. 2�aR� m -° _ �� �� 2�� „ � �- � � GLOTNES WASHER ROUCxH IN GWRI 1/2 1/2 1 V2 ��� c . U l fNDIREGt) ST�,gM U. �T. MR. STE,QM SM,4R1/PLUS GONTROLS COORD. T(TUS HORIZONTAL BLADES � � �� SC�-2 2�8/1, 1� kUJ ,au-ro��.usN � RETURN WALL/CEILINCx -- [1 - - --- „ � ---' C��N�RAtO� ����81 UJ/ �4RC+�. 25RL - o NUMIDI�IER �4 1 N i 1/2 [Irt�lr�ct) � � �� - 6410 BtLIN StAtUAR`f BRONZE �INISN NORIZONTAL B�ADES }.. U... � 88 1 E��GTRIC , B�RKO GOORD. 25 RL HUMIDIFIER H-2 ' H-2 --- i/2�� --- 8 LoNC� 2�8/1, 188P� U1 � �XN,4UST U,�,4�.L/CEI�.INC-� O.B.D. � (k M �ir��i�ct� ('G2T�►' 1) 8,45��30A�'D 2���SW UJ/ �4RG�-4. TITI�S � o ,, W m �� 1/2 3205 BtUH StAt►.IAR'Y BRONXE �INISH 4�� DE�P rM� — a sTE,4M C�ENERATOR sC�-1 H-2 --- I�2 --- i�8-2 �LEGTRIG , B�RKO , GOORD. RUSKfN �n w CII�DIREC7) 5 LONC� 2�8/�, g�� l� FS12 I FILLER S�CTfON C� �OI.�V�� EXT��IOR -- DRAINAB�.E BLAD�S V Z V � �� ��2°, CQTI' 2) #3�4S�B0�4i�D 25�F51.0 UJ/ ,4RG�-I. EL� 3��1�X o� � St AM G�EN TO SC�-2 : H-2 ' =-- i/2 --- Q E ER4 R CII�DIREGt) _ 6410 BTUH ST,4TUARY BRONZE �INISH . ' � BB 3 ���GTRIC , G�RKO , RE�ER t0 �LOOR PLANS FOR WIDTN OF FLOW B,4R Df�FUSER SLOT. � O N 0 S LONCs 2�?S/�, �8�3� l.l� �536 3 �ILLER S�GtION p� � --- --- ` �� �� CQT�' 2) R,4S�B0�4i@D 25�4�81.0 O �- INDIRECT HI�B RECEPtOR NR ' 1 1/2 1 1/2 ` p,r �' � � ` 641(d TUH StA � � 51ZES SHOII�I ARE MINIMUM PIPE SIZES TO A SINGLE FfXTU�. ��-� ���GT�IG � � ���0 7UARY BRONZ� �INISH „ 8 LONCs 2�8/1 1 SS� LU }- W MINIMUM PIPH 812E TO 2 OR MORE FfXtU�B IS 3/4 . � �- fQ �a-r�r u 8�s��o�R� 25��S�u ��N, 5����L��� � _ � � M mo O � z S�t'M. DESCRIP710N �AN MANU�AGTI�RER REM,4RKS - � � � � MODEL NO. � �Q CFM 5P SL HP/UJ,4TT/A VOLT/PH � � � ' I O � � 1.�� � PS-L REMOt� CONtROLS � r � }' Z � � SATN EXN,�UST 32fd W RENEUJ,�IR� � _ _ �� _ A � �iZV 1 ERV 3�� �.5 3.3 �L�4 12Q�/1 PT �. c�Ntr�,a�. coNtRO�. `./ � EV3�� ,, �- � z � S1'M. C�PM 7DH HP VOLT/PN MANU�ACTUi�ER D�SGRIPTJON SPE�D REM�4RKS/ 1.D SoNES 4 Ll ' L,4UNDR1' �� P�4N,�SON IC O 1�7.) +� MODEL ND. SEtTINCz AGGESSORIES _ c� , E� 1 1�� �.2 31 UJ 12�/1 � _ X��4UST ��4N FV-1111Q3 � � o = � � � DOM�571G RECfRGl1LA7fON 3, 5, 6, �, 8 1.� 50NES, PANASONIG u- i C� UND�OS A/V C OS t ,4N,4SO1�lIC - R - - _ L � �� P �, P 1 1.5 3 25 UJ 11�/1 EF 2 15ID �.1 �� u,l 12�/i 1 u! uP 1�-����ia�r�c �XI��4UST F,4N �v-15YQ3 � w � GEILfNGs RAD(ATION DAMPER � q 1 z � " �Mar�siaccessoRi�s N-2 NUl"I(D I F I�R G40K . - � ��-� 2�� �.3��� I�3 W ' I2�/) SACKDRAFT D,4MPER '� � Z W SUP�'�1' F�4N C�N �2� W �n 1 - 3mqo PROPYLENE GLl'GOL 4 - YARIABL� SPE�D 6 - TIMER � W - �0 1' N UM IN COM ATI - W = 2 50 PROP L� E CxLYGOL P P Cs P BLE 7 AQUASTAT 3'0 = I- , 3 - 100 W,4TER 5 - INTECsRAL CH�CK VALvE 8 - SRONZE ` �- W � °�,-�: N ~ 4 N � I I I * I w � - � _ �������C ��� ��� ( �I�� t-t��� �l�� �C������ � � - �, � QC MARK SERVES �RE,4 OLl7PUt DR4UJ TOT,4L VOL7,4C�� MANUFr4GTURER REM,4RKS/ � w �- l�) � MODE� NO. 1�GGESSORIES w (Y : WAtt/ � AMP/ S� AMP DRAW z w Isaued �or � . � O tN O T�t W/ No. Date Comment w TUUG� , PROG�R4MMA��� �RM 5 IX SU�I a , Rz-1 KfTGN�N/MUD 235 12 �.1 23.5 12�/1 �MOt� ,acc�ss �uNCrioN � zi�mi�m E�ec cooRn w MAT oo t tu o = tK ' � � , �L R �MP�RA R� S�NS R 2 2/I�/lm PERMIT F- w , _ PROCsR4MMABLE tH�RMOST,4t W/ � 3 3/26/I(d PERMIt � SUNTOUCN � RZ-2 LIVINC� ��� 12 �.i ��.5 i2�/1 �MOt� ,acc�ss �uNCtioN m ; : M,4t �suBMitta� � � FLOOR tEMP�RA7URE S�N50R � _ d Q ; PROCrtR4MMABLE tH�RMOS7,4T W/ } z � SUNtOUGI-I � _ O � �Z 3 M�4STER SATN 6� 12 �.) 6.�a 12f�/1 �MOt� acc�ss �uNCtioN ' � M,�T �LOOR 7EMP�RA7URE 8�N50R ac �- ' R.. _ OCs MMA TNE OSt,4T W/ � � PR RA BLE RM SUNTOUGI-4 ,d _ t� _ FUN 710 � 2 /�tN 5ID 12 �.1 �.� 12�/1 R� MOT� AGG�SS C N i�z B�D �3 �- z . M,�T �LOOR t�MP�R4TURE S�N50R W A- r p PROCsR4MMABL� 7H�RM05T,4T W/ � SUNTOUGI-� u : RZ-� B�D 1 B,4TN 25 12 �.1 2.5 12�D/1 r�r►ot� ,acc�ss �uNC-rioN c� � M�T u o , � � ��OOR T�MF'�RAt RE S�NS R �- Q SL�� SNOW S�NSOR � � SuNt�UGN O Z S,4-I M,4STER D�CK (o� �✓'� P�.Z� I�.� 2�SI� GONTAGtOR PRO 80 AMP CONtRAL PANEL = O F'ROMELT MAT �- ; � � _ - o � zu �[ w � _ t� �--- w MEG#�,4NIG�4L . � � � SG�IEDUL�S W a z _ - �. w . � � `� � z o � ac � ►� W � w N � z zN - � O � Z t= � �.0 ' Q _ XQr �' lU W Lt! . 0 , au Pro,ject No. Sca le: z p/ - � 9��i 1.�ID N.,4. 0 � �, ; _ � � oZe Drawn Ry: Ghecic�d Sy: z pi 61 4w � m ETUJ JD� w �- , ` wz = � �7 � z �, = z dW �- p z tL A� u O _ w U M1 .0 � o z � : � � �o � N �� � �t�i ' N !� I I ,� ; � � 1_' w � � � � � � � i 1_I_l ^ � �- � i i � � � � _ - lU � - �� �� � � ta� �` ' '� _, O � � � � _ � � U � - _ _ _ _ _ _ _ - - � _ � � - - - � � , , 6� i - � � �, � � :, i - ❑ - v � � � _ - � „ � i i i � }-- \ W BA 1 i-IALL �` - ' 117 X W � BATI-{ 2 '� � '� Z 0 15 114 � � - � 1 I ro ,� � l'3 - i �4UNDR �. �-�- ( z _ � �, � �„ � � � w � ^ w � �,�,� — _ < ; �� � � � � ! ;�: � .__. , � '�.7��J' O� eJ����U��� ..�. (� F . . . . . . . ,. .. . . . .. . . . . . . . . . . . L �. . .� . . � . . . . .. .. . . . . � . . . . . . . � . . . . . � .� . . . . . . . .. . . . . . . . �\ �. V" .�. . . .. �, .. . , � . � . . .. , � � . � . ... . . . . �� . � . . . � . . . . � . . . . . . . . . . . . . � . .. . . . . . � � . �\� �. .. .� . . ... O.. .. � '�,. � . . . . � �. . . . . � . . . _ . ._. . .._� � � _ . �� � .. � . . . . . . . � . � . � � � . � � . . . . . . . . . . � . . .� � .. � �. � � . . � . � � � . . , 1�w�� `x X.. � �- . . I. .. .. . . . .. � .� . . � . . � . . . .. � :�. � . . . . � . . .. — . . . — . . — � �_ . — — _ . . . � � . . . � . . � � � . � � � � � � . . . . . . . . ��y . �. � . � . . �. ''�, . . . . . . . . . . , . . . . . . . . � . . . . . � . . . .. . . . . . . . . . . . . � . . . . . . . .. 4id . :.� Z . . TACs �-4EAT 1 HE/�t 2 COD� 1 TACK H AT 1 N ', � � EAT 2 GOOL 1 � `Q � I� � m � � I B�D C � ,,+�,v, � 1J-t � . (� — � 112 - � _� -- -- �''` '� ' � _ _ T1 ��-2 T2 �38-3 -- �G-1a �� --� -�8 __ O � T3 RZ-2 T4 izZ-1 -- -- v�...�. � � a � � 1-- z i � T5 izZ-3 -- -- T6 88-� -- �C-lb � �^ � w , . . � . .. . � � � .. . . . , . . . . . . . . . . T. �.— �� . . . . . . � � . . . . . . . . . . . � , . . . . � . . � . � . � � ... . . V� ..� �i . �� .� � � " � � i �� �"�i 88-2 -- < �G-ld t8 BB-1 -- �G-lc '_ , i _ __ __ �� ,. , T9 RZ � T1� i�Z-r✓- -- Sea1 ._��� ` � . .. . .. . . . . . . . . . � . � . . . .. . . � � . . . . . � . . � . .. . . . . . � . . . . . . . . . � � . . � . . . . .. � � � . . . . . . .. � �,p ' '+���� � � O �o � � � : � � o �a 9•° � � - � — — — — — — — — — � i �— � � a �'2 . � � B�D 2 � � `q, ,,L (Q�' , p ( � 113 I .. � U° ; Ui ` •,o� ,,• � � C - _ - - — — - — - — — - '... � BB-1 88-2 _ � � � - � � - � ---------- ----------- ----_----- ------ ------- ------ _ _ _ _ _ _ i _ _ � - - - - - - � - � � � - - - - - - - - - - zW � _ _ � - Q �- � � � i � � � � z . ,4 - - _ - _ _ � � mo - - - - - _ ,� � � � p — — — - — � / // -" (.� � � < _ � H Q � � 1-- (K - - - - - - - - - - - - - -'- - - - - -� � � t- - � ' � � , � m Q � � - � � Z � � V 0 � � Q- Q � � � O � O � Q-. � 11� M � o lL' � W O � � � _ �- M m 0 O � Z _ ,� � �. . � � � � � �� � � � � O � � � � z A � _ _v �. � � � � �.. � � � � � � Z _ _ _ _ _ o � o � - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 0- � E _ �_ —� � o = � --f- -� f-- � � � � � � � � � . � � � � z _ � � _ � � �� � z = 2 — � � �� _ � � � � � � zW � � WW � - - — , W = _1 � _ � � t- �'1 - - - � � F�4N .. � o � � ST Cx � � I � � � W � MUD ROOM c� I � — q c� — o — lm� W �' � � .� 0 = � � I 'l� '�,4 .BATF-{ � - - - � � � - - - - -�- - - - -I - - - - - � - - - - - —I- - - - i--- - - - 1- - � � (x � � 1l.t +-- t 1J.! (Y , I z W ❑ Isaued For � A _ _ � � � - � v i � ow -�'r, i �L�GTRfC MAT F1�OOR T�MPEi��T R� z o �� = o o �I'� I No. Date Comment I� -- --,,� �� � �-- - � ,,� S�NSORS. COOR INATE �X�4GT !� G,4TION IN � a 0 ---- � 1 2/1"I/i� PERMfT - w � � , KITCN�N o 0 T+�� ����� �� �c oR�A�c� ro t � _ � 2 : t- � _ - ' ------��� 3/26/1?� PERMIT I r � ua � 0 --=---��' � ��� � fi�s INSTA�I�ATION IN TRUGTIONS. �- z I � F �r �- S � � i RESUBMItTA� 1 ' � _ �,� �. � _ �q ------ _ __-_ _ � - i S 1�1 O S� T � �- ��a -�-�� i i� i LL � I�D INTO P O�IfDED � . � . � � . . . . � . . . .. . . . . . .� . . . . � � . . . . � . . � � I � . . �I I I I I � � � . �� �� � J . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � . . . . . . . I � .. � I I I I I � . . . . . . . . . . . . . . . . . � �4M1"�1�BL� T+�ER OST,4TS, 4 a `1 � � � � � , o z ( _ _ � } _ _ ; ; ; � � � d -r T � �j� I � � i \ ii i i i ,, �J�41C1� Ai�� t � INStALL�D IN R�MOTE o . . . .. . . . . . . . . . . � � � . . . .. . ��G./ . . I . . . I �1 I �I I . � I \� � I I I .. . . . . . . . . . . . . � � . .. - . . .. . � . � . � . . . . . .. . � . �. . . . � � � � � � . . � � . � � � . . � � � � . . I I . __--__1_�__I__L_J . �. � L_�JL �_JI� � . —— � � � . � I . . � . � . � � . . � � . . .� . . . . � . .. . . ��� � . � - - - - - - - - - - - - - - _ _ V�1�P�►' �I.�Q � _ _ _ _ �. 7 t -�-- - - - - � � � � - - - - - - - - - - _ _ � � -� � � �--� � � � R z � � , , , Liv��� t i u, t� --- I , � � � +- o �. - �- � i�8 � i -- - � � � ii 3 � � � M. SEDROOM � � 'Q I I L � ( � �,-�-� i�� { I I I I p Z �� „ .,�I , _ , ' I � O I . �--� { _ �. � . I � I � I I � c� 0 _ V I �� � I I - I z - � I I , �2 d � � --� � _ _ _ _ _ _ _ _ : � - _ _ (L � D - - - - - - - - - - - - - j� `= C � � � ME ��4N f C�4L w , � � - r�. oECK � � / � � ON(N �4N w � u , � - 1 � z � �� _ � ? ,�m � = W - - - - - - - - - - ��� _ � � . c -� � - - - - - = - - - - - - � � � � I I UNIT 3�1 D�CK � ,, � � � z I � I � � O , • 111 � � _ _ _ � _ _ _ _ � � _ ' � }- W �3 - - � - - - � - - - �- - '� � ut - - - - - - - �, ; � ` � � z � z �n - �< � � o Z � `� � � � W d � _ X nc � SNOI,U/IG� S�NSO�. I i i i i ,4 NORTI� } ,� W _ - - - - - - - - - - - - - - - - - - - - - - - - - _ ,� w � C�C�i� T���C,4ZT���,�T1-011 � p' — � a � IN TN� �I LD IN �4CCORD,4NG� ` , ProJect No, scale: z � 9��1.m� 3/1�" = 1'-��� o . TO i TN� M,4NUF�4CtUi��i�5 i _ _ i i i i � � �' 88 3 BB 3 z e INST,4L AT I ON INST UCt I ONS. Q - � Drawn B : Check�ed B : z Q _ y � (K �„ 4 ut � �TU1 JDfi� w �- � z = �. � w - � � �� � � � � - , z OC z Q � �- � _ � U � w � � u l�/I l . 1 - � o z � � �o , ,� � __: � � � r � _ ________ . _ _ : . ��� �_ _ _ _ _ ��� N �: �1�+/"f N ' � - ,�"�-,, 1-n : .� �O 1�0� � . 6� r � � � � � � N � �+'+� � I.� � � U..� � i i i � "'�" � INST.4LL DIFFUS�i�S MIN. 12 BELOW � INST�4LL �RV IN A VERTIG,�L i�OSf710N �2 ALL I�UCTS TI�D IN70 �i�V SN/�LL BE » ROUTE �L�X pUGT ,4ROUN1� R�CESSED 2� �IR� DAMP�R i�EG2UIR�D �OR O O O O O � � „ ,_,_� � RIDC�� 8�,41"I fN UND�RFRAMED SO T�-I�T ,4CC�SS TO TN� UNIT fs ON 9 �. LfC��4T5 IN G�ILINC�. PENETR�4TION OF 1-NR RAT�U I.UA�L fh� .� , ,� C�f L fNC�. TI�� BOTTOM. ,4SSE1"�BL1' T`r'�'� UJ2. "c� — , � is INSTr4�.L R�TU N C�RfL�� NIC��-4 fN �8 Ff �4M QUI FO � ` � � O i�v i�E D PE i� i�vE i��D i� w„ �- 2 �� � cn U �4DJUST P�4TTEi�N GONTROLL�R fN S 9 � �L�X R�TURN pUGT �OR SOUND ; SID�l�J,4LL OF SK�'L IC�N7 SI�,4�T. L f NE i°ENETR�4TION OF 1-Nfi� RATED GE f L fNCx GE f�f Nl� RA1�IATION U,4MP�R � , , 6� 0 � F OUJ A IFFLiS S SO TN,4T �41 IS U . � � `' L B i� D �R i� ,4TT�N ,4TION PL�NUM Ol� S�GK OF R�TUfi�N C�RILLE �455�1"IBL�', Tl'fi�E CL i�EQUIR�D �OR PENETi�,4TION OF �4 �� � T� OWN ,4 ,4 TO C I fN A � ., � P � LLEL E L C� 80V�. UJ(TN 2 TNICK INSUL�4710N F�fiz SOUND 2� C�ILING� ,4SS�MBL�' MEM}3iz,4N�, T�t'P� � � • � w 9 - � R�• M2.2 �OR CONTINUATION. �4TT�NUA�'ION. �9 DUCT 1"IOUNTED SMOKE 1��T�CTOR IN GL X w , � � � � � ? 3 BERKO �ILLEi� S�GTfON B�TI�J�EN fi��TUfi�N 1�UCT. R�: MECI-4,41�1fC,4L � O :� � � , u �� ,i... ,�S 0.4 r4 . 10 � 1� � Z R �R RD �-4E T�RS, fi�� Ml.m l�o/� SUPPL�' DUGT 1P�/� �X�AUST TR�,NSf TfON �izOM � � TO 8 � I�UCT fN SP�GI�f C,4Tf ONS. � w o �� o :� � � . SCNEDULES. UUCT ROI�TED IN ROO� STRUCTUR�. VEi�TIG,4L S�CTION O� DUCT. w '� ._ w w — : _ �� � INST.4LL 1�UCTS T0 ,4LLOl,U S �4�OV� 2� M�,K� TR�4NSITION UJIt� DROfi� GN�EK �4 � 0 � � .-- . _ ..� clJ � � RE. M2.� �OR GONTINUATION. �Ofi� INSUL�4TION. FfLL CAVITI' ,4BOVE � �5 CU 1 fNTAK� ,4fR LOUV�R �OCAT�U fN DUCT �ITTIN�. 6� 0 0 � � '� r � �4i�0UND DUGTS WfTa-I GLOS�D C�LL SOUT�-4 �/�G� O� ARCNIT�GTURAL � x � � � � 'KfTG��N �XN�,UST TO �OLLOUJ �XISTINC� SP�2�`i' �0,4M �=�8 MIN. UORMEi�. z� �IR� D�4MP�R R�QU(R�D FOR TI-EROUG�� _ '�-' z (� , � � O ,-t> o 1 _ ROUTINC� � US� �XIS7INC� TEizMfN,4TION. P�N�Tfi��4TfON OF 1-4-�R RAT�D b" � �� � �. ' �:�„� � � ,rtir,�+n � — S}�EGI�IG�4TION �1� ,4izC�fTECT. �� PROVIDE U1,4T�R � Ali�`TIC�NT DUGT �6 �4UMfDI�IC�TION pUGTUJORK � I-�ORfZONT�4L �48SEM8 1'' �4T � 00 . 0 � � � R, �,,�,},,,, �- � � _ SECtION �Ofi� NUMIDIF(GATION St�,4M ASSOCI,4T�D �QUIPM�NT C4-I-1, N�-1) TO T�'P� �L � � ; w ��» � ' ; . a , 6 36/� DOUJN. INJ�CtION. R�. M3.1/,4. 8� �NUNC� ��'.OM ROO� ST�?UGTUiz� �IC�I� � � t— � z 22 IN ,4TTIC SP�4GE TO �4LLOUJ GLEAR�4NC� �fi�E D�41"�PEfi� iz�QUIR�D IN DUCT w < I I � I I � � � � FOi� iz�G�SSED L IC��4TS fi�l G�IL INC�. B��OR� GONN�GTINC� TO LOUV�i� � - - - - - - , - - - - - - - - - - - fNT�4K NUM. _ _ _ - - _ _ - ' � , � � PL� � Sea I � O��q� . --•-,,c4� F- ' C�. V�l '�;'�` ' � ' - v• ,�A p , �% ..� _ I I I I I I a . !"" •o v� a�;. � @ , a � - , o • ,.[1 , : o , . ,• ' p '' � Q t , u d G .� �_ w . ?.� , ••. � � � »,..•� � I I I I I I � ' ` � ' � W �. �� � ? _ - , � 5 � � � i � I a c n � c� ' 1 � 1 /� -15 i � z _ I � � � I I i I I I mO � 2� 2 MUU ROOM � 1�' — � � uP (-` - u � � _ —� u : p �o/ � � M , TN 3�/4 UP o 0 _ - � � - - _ _ _ � � —�- - - � -� - - - - - - - - - - —�- - - - �-- - - - �- - � LL. � � +� �/ X � � � � n i - -� � � x � F (1-� m L L� o „ r� — �u _ 4� � X � 5� �n - L .� w , < r� ` V u ^ II' i i, O � W� -�1 �� r, � Q I � � � i i � i i � � ( N i p -----� o o � O _ _ � i t� � � � � _ i� i i O � i � 16 �------,+! � � �/� . � l � SC�- � - i i KITCI��N l o o i i _ i� t ` / !� O � - � � � � ------� 1 � ii' 1��1 � � }- w � �� � � � i- tCl ------� @ �- -� �- � _ � 1 � r iN � i i � ( � � S� � � (� i i � i i � � �- , _ � � - - -----' - --- - m i i o O U- ---- - - . � � � � � � f- t#- -r �- -� � _ l �--------� � ii 0 Z , N� , X � � � � , � � � � i � i i i i o � � � � o o � � ' n i � ii J � � � � � � o � � � � � a � � � _ _ � � � � � � � � � E"'� � � � � � � � � � � � �„ ✓ � � � � � � � � � � � I � lID/8 � I � � .I � � - - � � � �� � � , �--------�----�--�--�--� � � l—J � � � +Z � � A _ . � _ _ _ _ _ — - _ ��� - - _ - _ _ , _ - — _ - - _ - — — � U � � >-- , � � � � z , � z � � o ,��,2 zm R � O 18�12 �n I IVIN � � � � I O � � I I I , I I I � � � 1 1�8 ` I --- '� , 0 R ' �.t) �Il !�. �n ' � : Z c'�1 cYl f� u.t ^ ^ � I ; � ; ; � � � W U M. B�DROOM U ` z -� , ' 5 : � �' .- -- W ,. , I I I I I I � , !� � 1�� � L�i � ' , �t' �l' , ; , , M�" lu N N _ ` W = � . 1 � _ � ",- 1- ; + � I � UJ � _ - �-- • i N . - 4 � I I I , I I I +- SB-4 . ,- W � � � I I : � • � _ - _ _ �I._ _ , � � - - - , ; - - - - - - - - - - - - - - - - - � � w � w tK . zw ; � ' M. ��CK Isaued For _ i I I I I � � , � p 11� m t z - - - - - - - - - ' - - - - - - - - - - - - - - ` - - No. Date Co men ui (K < � 7 � � 1 I I NIT 1 K 1 2/I�/10 PERMI7 w �- � l� 3s� D�C = tK ' ( 1 2 3/26/10 PERMIt +- = I I ' w 111 � � � SU MIttA i RE B � � i - - - _ I _ - _ I - _ _ _ _ I _ _ _ I _ _ _ i_ m � " - - - - - � 0 2 -1 �.� 4 Q - N } Z � ' � , ' d � � H ! U (1- 2 , � _ � � � � � � � m +— Q _ ,� c� — — — — — — — — — — — — — - — — � — — — — — — — — — — — — , � _ � zr � � � � � � � o � � � � X 3 I � �3�-3 -3 � � � � d 3 � i- � � Z l'� O Z = O - , r- �. - � � cn � p - V z _ � � � x � �� � �a w � W _ n.. � w 1'��41N L�V�L . N � V 1"I�C�,�NIC�4L PL,4N u� t� z = W — �-- �, � `� z ! o `� � � a � w u � w � � z zN - O � � Z � - � � }' a � 4 X QC IUORTI-E > � w W � p : Ll U Pro ect No. Sca le: z J - � _ 'i _ , ii � 9ID�l.fdm 1/�4 - 1 -m O ,� m � za ; o - _ Drawn By: Check�d By: z p� 61 , �4 ttt � m ETUJ JDiz u� � � z = w � � � - ; zzAL � � _ � � ' d _ (L U QL w � 1VI2 .0 a v � � Z � � �o : � , � �� . � .. . t� E. : � _ _ ; _ �� ��� N V"f N . � � ; _ � . LL9 � , ��� � � �0�� � . N 1 �"' .._ > +6+*� `Q l..[� � � ^ � n � � � � fNSTA I FUS � � LL D � �RS MfN. 12 B�LOUJ INST,4LL �RV IN ,4 VEfi�TIC�4L �'OSIT(ON �2 �4LL DUCTS TI�D Ii�1T0 �3�V SN,4LL �3E » �OUT� �L�X UCT �4 OUN G SS 23 � 0 � O U R D izE � �D O �IRE D�4MP�R R�G2UIRE1� FOR �,,. 11-1 Rf DC�E BE�4M IN UND�R�RAM�D SO TI-1�4T �4CC�SS TO TI-EE UNIT IS ON 9"� _ a� +- , -� L fC�NTS IN G�f L INC�. P�N�TR�4T(ON O� 1 I-ER RATED UJ�4LL — � GE IL INC�. TN� k�OTTOM. ,485�MSL�', Tl'P� UJ2. � � � _ ,.� �--� �3 INSt,4LL fi��TURN C�RILLE NIC�N 11�1 �8 �f ,4 . c� U R� D MP�R R�C�Uf i��D FOR � � 0 � . . 2 �DJI�ST fi�,4TT��N GONTfi�OLL fN s 9"� F _ �- O E� L�X fiz�TUi�N DUC7 FOR SOUND Sf 1�EUJ�4LL OF SIG�'L IC��4T SN,4�7. L IN� P�NETR,4T ION OF 1 �4i� i�,4T�D G�f L INC� GE I�(NC� RAD f�4TfON D,4MPER � � � � FLOWS�R DIF�USERS SO THAT �41R IS �TT NU�4TION. �' E PL�NUM ON SAGK OF i���"Ufi�N Cxfi�fLLE r45SEi"«L1', T'�'P� GL fi��QI�IRED FOR F'EN�TR�4TION OF O , ., oC : �� �o }- w tN�'.OUJN i��4R�4LL�L 70 G�ILINC� r4POV�. UJfTI� 2 T�IICK fNSUL�4TION FOR SOUN1� 2� C I fN �SS 1' �` O E L C� �MBL 1"(�1"ISR,4N�, T''r'�='E X w , � z g fi�E. M2.2 �Oi� GONT INU,4T f ON. ,4TT�NU�4T f ON. �g � � _ � DUCT 1'"�OUNTED SMOK� D�T�CTOR I1�1 CL � � � � � � z , 3 BERKO �f LL�R SECTION S�TUJ��N . _,,,, O R�TU�N DUGT. izE. M�CN�4NIC,4L � w ,4S 0,4 a-1 �4T S. : im �� �� �� c�c � R �� RD � �R R� ML� 16/� SUfi�PL1' DUCT � 1�/4 �X��4UST TR�NSITION �izOM �i � To � � DUCY IN SP�cf�fc�TIONS. �a � - u, � 0 � ^ ` SG�-I�DUL�S. UGT OUt I � � _ _ D fiz ED N ROOF STi�UCTUi�E. V�RTIC,4L S�CTfON O� DUGT- �Q � +- �_ �� � .-- INST,�LL DUC7S 70 ALLOW 8 �4BOV� a� M�4iG � c!J � 0 � Ti�ANSfTION UJITN DROfi�' G�-I��K � O� : M2.f� �O G NT INUAT I O ' � � RE R N. �Oi� INSUL�4TION. �ILL C�41/(t�' ,480V� � �� CU-1 IN7�4KE Alfiz LOUV�i� LOG,4T�1� fN UUCT FfTT(NC�. � � � O ;� x ,� �4 OUN UGTS UJIT C , � ' � U D �-! LOS�D G�LL SOUTN F�4G� O� �4RG�-IIT�GTURAL ' � z � �..t� ; 5 KITGNEN EX�-Ir4UST; TO FOLLOI,U �XfSTINC� SPi��41' F0�4M R-�8 MIN. DO M . z� �4 0 � , i� Efi� O FIizE Dr4MP�iz iz�QUIR�U �Oi� TNi�OUC�N �Y � � � � � fiiOUTINC� � USE �XISTINC� T�RMIN,4TfON. N T �4TION O� - � _ ' fi�E � R 1 I-ER iz�4TEU � , � � S CIFIC�4TION 1' ,4 C -� , PE B iz NIT�CT, i� �'fi�OVfD� UJ,�t�R ' � �41R TICxN7 DUGT �6 �{UMI I�IC,4TION UGTW � � O O D D ORK NORIZONT�4L r4SSEM8L�' �T FLOOiz, 0 � ; , _ _ � ; S�CTION �O� �-IUMIDI�ICATION ST�AM ,4SSOC1�4T�D �QUIi�M�NT CN 1, NF 1� TO T�'P� �L � � t� � , v�. � ` 6 3('0/� DOUJN. INJECTION. fi`E- M3.1/,4. NUNC� F OM 00� z O 8� i� R STi�UGTUR� +�IC�N �, � 6� � � IN ,4TTfG S�'�4C� TO ,4LLOl.0 GLE,4i�,4NG� 22 �IizE DAMP�R R�G2Uf (N UGT � O R�1� D �OR R�C�SS�D L fC��TS IN C�IL INC�. BE�OR� CONNECTINC� TO LOUV�R � , Sea I � INT,4KE PLENUM. t��� � . .. . , � . � � . . . . , � � � � . �� . . � � � . . . . . .. .. . .. � ... . . . . � . . . . . . . . . � .. . . � . . . . . .. . � . . � . . . � . . . . . . . .. . •��� ��j�i . . �. � ��� . . , y,� ,,�.�*� o �'� •. _ � , : •9 � �, .t� � c�. �' •�o o ��. � � . . . �� . . . . � . .. . . . � . ... � � . . . .. . . .. . . . � : � � .. � ... .. . � . . � . � . �. .� . . . . � .� . . : � . . . . � . . . . � . . . � � . . . . . . . . � . .. - . . � . .� � � �. � . . . . . � � . . . . . . . .. . . . .� � �� . i . .� � ... . .. . . . � . . . ... . . . . . . . . . . . . . . . . . . � . � � . . . � � . � .. . . � . � . � . . � . . . . . . . . .. . . . . . . . . . . . � .. . . . . . � . .. . . � � . . ;. :,_ �.. � . e a � e . v. w � ! r , � . . � � . � ..,� � �,, . . . . . . . . . � . . . . . .. . . . . . . . � . . . � � . . . . . . . . . . . . .. . . . . � . � . � . . � . . � . � N��� . . � . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . t, . . �. � � .. � . . . � �. . � � � . . . . � . . .. . . . . . � � .. � . � . . . . . . �� � . . � . . . . . . . . . . . . . . . . . � � � � . . . . .. . . . . . .. . . . . . . .. � . . . � . . �� .PW .. : . .. . . . . . . . . . . � . �. � �. � : � � � � . . .. . . . .. . � � .. . . . . .. . . � . . . .. . . . . . . . . . � � . . . � � . � . . . . . . � . . � � . . . � . . � � . . � . . . . � . . . � . . . � . � . . . . . . . . . . �. � � . . � . . �� . . ' . . . . . . . .. • � . . . . . . . . . . . . . . . � . . .. . . � .. . . . . . . . . . . .. . . . . . . . � . . . - . . � . . . . . � . � � . . � ��• . . � � . . . . . . . . .. . . .. . � . . . . .. . � . . . .. . � ... � . � . . . � � � . . . . . � . . . . . . . . . . . . .�� . . . . .. . � . .. . . .. . . . � � .. .. .. . . . �. . � � . .. n� .. . . . . . . . . . � . . . . . . . � . . . . . . . . . . . . .. . . . � . � . . . . . . . . . . . .. . .. . . � _ ,.. . � . . . � . � . � � .. . . . . � . .. . � . . . � � . . .. . . . . . . . � .. . . � . . . . . . . . . . . . . . . . � . . .. . . � . � . . . . . . � � . � . . � � '%. d _ n � _ � � z - o � � � _ a � � � _ u 1 - - - � � � +- o � — — — � OUJN o 23 O � � — — — _ � (L � — — — — — — — — — — — — — — � ,� ~ � — (x 5 � �, — , _ p W 7 m 0 _ � �� _ /(o � 5P� u.t Q 1 I � � z u � "I�I i L,4 O � , � n _ Q � 0 _ i�,� �� 0 � , W 0 �AT�1 2 �! . � � � 11�- � 0 0 8 18 tn �1 QC _ � --3 /2 -18 � M--� � B 5 i � � �- W � �� � i � 5 F- tQ � _ 4 � ,-- � 9 — I I p � � _ M m 6 5� 0 z i � . � � , L � � � "� � � o � � � � _ _ _ z � _ - _ - - — _ _ A � - � — - — — � U � � � � z � � Qo ��� , 0 j , i , � � = � o = '� 112 _ � _ � L _ � � �, I b- � � �., 18/12 OI.UN � � � � z , � ' u.t : Q -----�-- w � ` � � z � � 1 l � � � � � � � � c� � z �„ I �fi � � ll1 - T w � � � � � �Q � W � cv w = � � , , = t-- � � t— � � lU (� p w � � � ,Q �n i i � �4 q ct) � i � W f- I i , � �t' � _ � I ^ � � - _ _ - _ _ _ _ _ _ � � � � � - - - - - - - - - I ' � � � � � � � ��� 2 w � � �, I II i � i � 113 fssued For Z w � i � � � . � � � � O _ _ _ _ _ _ _ � � — — — i— i — — — — — - — — No. Date Comment W �r : _ i � � � i � � 1 2/i"(/10 PERMIT w ' _ � �------� � I 1 2 3/26/10 PERMIT � � ?- � — — ' — - — — — — — — — — — — — — - — — RESUBMIttAL i � � ( � _ m p � � 2 dn � z 0 d � �-- � _ � a. _ - _ _ _ _ _ _ _ d � — — - - - - — — — - t� — � � : ; z � w 0- , +- p r- , , — U _ Q! � 3 : �4 ; ` t- � I I I � z O = O �-- � � N 0 z U d w � � , � � � (L f-- U V u.t . i=PEiz L� �L : � . � u 1"IEG+-�,4NIG�4L P1�,4N W c� z = w �- � . _ E � z 0 '� - ac �! ,� � w � W N � z Z � — � 0 l7 � � Z � � W � � — XpC 1�lORTI-4 } tu w w . p _ a � �ro ��t r�o. s�a i�: z J � ii _ � i� fY - 9fd�1.�D 1/� - 1 -� O � , � � oze , Drawn B : Gheck�d B : 61 y y z (K � � � w �7UJ JDi� w �- � z = w � � � — z z oC & W }., Q = tL; � U O , u.t U l�/I2. 1 � a z � U � �O � . N � : � N � ` l� � I � � s� � � � 2�/2� COND�NS�i� INT,4K� "� �� 'Q r 9 � ER1�-1 INT�4K� DUGT. � pUCT GONN�GT�D TO c� � � TI� INTO GONDENS�R ^ gi 36/� DOWN �� � J11 � � ' _ - _ _ _ _ _ _ - _ - - - - - - - � � � _ � 22 6��� �� ---- � _ 1�/3� � -► �- � 3�0/3�o C� EX�-4 � UJN-1 9 ,t� � . '� UJN-1 .� — t� � � 'Q �� . 9 4� � t— 13 11 / � C� U � / � , , 0� �� � fl � __ _ � � D 1�11�( ' �4 �8/12 � R�t t1 � x � , 2 ., (L� � �-- W � � 1 � _ FG-1 X u� 18/18 �C 1 S�'P,48S � � � ? 2�/1� � II � � � _ ,�. 1-�- z , \ �� � w �� 26/1�4 sp 1� � 8`�'P SS � � 8 \ � �� r�a � w : � � uP : � -- ��� 2ID�8 D u uct , �, _ �� � � � t � � .___ 9 „ � � � , _ 9 � l� � -i CU 1 „ � o g � -- � r-- � � �g � � _ _� p ,� X � .. - � _ _ _ _ - - - - - - - - _ _ _ _�_ _ _ � � , - - - - - o� - �, _ _Q � : z �4 0 8 � 6� �. � � _ C�-2 � C� 2 ,,� , � @ �- ,� . � � � C�RAN ,4NNEX ATTIG O � "�l lU ANN�X ATTIC C�RAN ANN�X �4TTIC W N � � I l.�-�' (� I � � - � /-� �k.l����' � ' Z t--1 � � 61 ll.l � �-- � , �4 �4 _ � � i--- � �t' ' �d' W n, S al � ^ � � � R - 1�.. N �,p� E I 1 . • �-- , �ts � `I^' +',Oi � (7; W l,F l.0 �. , " O . . . . . . . . .. . . . . ���� . . � � . . .. � . � . . . . � . . . . . . . . . � . � . . . • .�� . . . . � . . .. . . . .. . . . � . . . .. . . . . . . . . . � .. . � � . � � . . . . . . � . . . . . � . . � � ..a• . . . � �� � �. .. ,. . � . . . . � . . . . . . . � . . .. . . � . . . �� . � , . � . . . � . . . . � . . . . . � /y.0 � ��� .� � � . .. . .. . . . . . . . . � . _(� . . . . . . . � . � . . � . . . � . . . . . . . � . � � � . . . . . . . . � �V• . .�y•Q . �... � :: .. . . � � . . . . . . . . . � .. � .. . . , .. . . . . . � � . � . . . � . . . � . � . . . . � . . . � .. � .. .. �a� . .ai�6 i . . . . . . . � . . . . . �l[ . . . . . .. . . . . � . . . . � . � . . . •�. . .. . . . � � 0 � � \ a 2 . ' � s � � � s • Q � s u� . ` • t r w � � . ; .,.?j 'j/� . � � .� � '�v....+' _ _ _ _ - - _ �1�. � _ � � �� O ��O l�C� OU�� f1�� �� f ��N� 1�� fN� l�l� l � 1��� ��� �1� W � � � � � � � � � � � � � � � � � �� I � � �� 1 � ��� �OI�� fN�� � � �� I � z = � � a - - � �, _ z � � � o � � � � � � - � � � �� � _ � �--. o ��; — — =. — — — — — — — — — — — = — — o 0 � � _ � _ - - - - _ _ - - - - - - - - - - - - � � � � �- �- ..a � _ _ o ( l�J+� i W m r� - Q � u.i - z � V u : � / I O � � (L Q "�` / A � O � O W I I I 0! � X I O � p-- ` S E IND(VIDU�4L S`r'ST�1"� DUCT fi�OUTINC� t� I � � '� _ o ' �TA(LS .4�OVE FOfi2 SIZ�S � CLAiZfT1'. I �C 1 ( i �, w ; � ffl �� o : _ _ � � , � _ � M m � , Q z �� � � I I � � � _ H � � cu � Q � � � � . � � z -� � - _ _ _ _ _ _ _ _ _ _ _ _ _ _ A � — — — — — — — — - � � 3 � � � � ; ' __7 ' � Z x _ O d Ll . Cx 2 � ( ' � _ - � : O � G-�RAN �4NN�X ATTIG � , (K t— , � � I . � , _ _ � — — — — — (X Z � ll.l . W �' Z —� _ , — (L � W � Z � W � , W W � = t- � O ., : w � � N : d w � _ , , -' � � - - - - - _ - - - - - - - - - - (K - - - - - - - - - - - - - - � � w +�- . ; w tK „ (ssued �or Z w 0_. , I � , ; z O — — - - - - No. Date Gomment � �r - - - - - - ,� - - - - - - - - - - - - - - - - - - � 4 t� 1 2/1'I/Im PERMIT w z � � 1 2 3/26/i0 PERMIT f-- w � � RESUBMIttA�. i � - - - _ _ _ � - _ - - - p - - _ _ _ _ _ � — ' _ -� � � � � 4 a . } z O �4 . ,' (x F- ' ' _; , �7 � _ — — - -�_ - - - - - _ - - - - - - - - - - - - - _ _ - _ � � , � Z �- , w � � p � - U , � I Q� - � �� � I �1��� � - � � � d I � --1 i i i i i � Z _ ii � � � � fNST,4LL DIFFUS�RS MIN. 12 RELOI,U � INST,4LL �RV fN ,4 VEi�T(C�4L i�OSITION �2 ,4LL pUGTS Tf�D INTO E V 5�4,4 » OUT F X UGT �4 OUN C S� 23 FI �M QUI �O _ � 0 � � �.� �� Q � � �� � � � R� � �r � �� � ��� �� R�p R „ � � RIDG-�E 8��41�1 1�l UNDERFRAMED SO TI�,4T AGG�SS TO 7N� UNIT IS ON 9 �. �.IC�NTS IN C�IL INCx. i�ENET�,4TION OF i-+�R ��4T�D UJ,4LL o � G I IN , tN OTT � zu E L C� E B Ol"C. �SS�MBL1', T1'PE LU2. �a w � 13 = INSTALL R�TURN C�RfLL� +�IC�I� (N �� FIi�E D�4MP�R i��G2UIRED FOiz � � �- +- 2 ,4DJUST PATTEi�N GONTROLL�R'' IN $ 9"d� FLEX ETURN DUCT �OR SOI�ND SIDEUJ�4LL OF �viG1'LIC�I-ET SNAFT. IN N T ,4TION O� 1-N �4T G f IN G I IN ,4 f,4T10 ATTfC V w � O R L � i�E � R i� i� ED E L C� E L C� R D N D�4MP�R L� �L � , � � �LOUJ�,4R UIFFUS�izS 50 TN,4T AIfi� 18 ,4TT�NU.4TION. PL�NUM ON R,4GK OF R�TURN C�i�ILL� ,4S5�MSL�', T�'fi�� GL izEQUIRED �Oi� P�NETR�4TfON O� 1"(EGN�NIC�4L PL�4N � t� z � w — �� � , tNROUJN PAi��4LLEL To cEILINC� �48ov�. UJITN 2 TNfcK INSUL,4TION Fofi� SouND 2� cEiL1NG� �4SSEMBL`'t' M�1"(Bfi2,4N� T�'P� �n o - � . � z 9 �E. M2.2 FOR CONTINU�4TION. ATtENU�4tfON. �g DUCT MOUNT�D SMOK T CTO IN GL - a � � �� � � o � � � 3 B�RKO �ILL�R S�GtION �3ETUJ�EN �TU N UCT. : M CN,4N(C,4 �- u, O i� fi� D fiz� � L � � . �� �� � W 8,45��0l�RD N��4T��2S, i��. 1"�1.� �m 16/� SUPfi�'L�►' DUCT � i�/� �XN,4UST �� TR�4NSITfON Fi�OM �i � TO S � G>UG7 IN SP�CIFIC�4TIONS. � z � 0 z �n SGI-IEDULES. DUGT i�OUt�D IN ROOF STRI�CTUR�. VEizTfC�4L S�CT(ON OF UUCT. � o � : � '� z �� am � '_" a 1" INSTALL DUG7S TO ,aLLOW S ,4BOV� - 1`�iAKE TR�4NSItION UJITI� DROP GNE�K d � x NORTN } � � RE: M2.� FOR GON7INUATION. �OR f1�lSUL,4TION. �ILL G,4VIT1' �4BOV� � �� CU-1 INT,4K� ,41i� LOUV�R LOC,4T�D IN DUGT �ftTfNC�_ W W 0 � W � o �4�'OUND DUGtS I,UITN GLOS�D GELL SOUT+-� F,4C� OF �4RC�IT�C7UizAL o v ProJect No. Sca le: z � , _ n , � n � - 5 KITC�{�N �X�,4US7 TO �OLLOU,J �XISTINC� SPR,41' �0,4M, R �8 MIN. DOi�M�R. 2i �IR� D�4MF'�R R�G2Uffi�EU �OR T�-I�ROUG-��-4 - _ � � 9��1.�� 1/� -- 1 � 0 � m _ ` ze RDU7INC� � US� E>CISTII�IC� TE�MIN�4TION. P�NETfi�,�TION OF 1 NR R�1'�D o _ Draan B : : Check�d B : 61 y �J z (K �,, Si='ECI�IC,4TION �1' �4i�CNfTECT. �� Pi�OVIDE UJ�4TEi� � ,41R TIC��-IT DUCT �6 I-EUMIDIFIC,4TION DUGTUJOi�K � I-EORIZONT�L �SS�MBL�' �4T �LOOR d w 0 0 , � �TUJ JDiz w �-- S C7 ON � N I I�IC TION ST ,4M �SSOGI,4T QUI M NT C4-�-1 NF-1) TO T'�' FL �n � � I OR Ul"I D �4 � ED E P � , i�E W z � • � � - ; 6 3�/4 DOLUN. INJECTION. R�. M3.1/,4. 8� �II�NC� Fi�OM i�00� STRU�TUfi�E a-41C�N ; v � zz � IN ATTIG SPAG� TO �4LLOUJ CLE,4iz�4NG� 22 �li�� D�Mfi�ER R�QUIi��D IN DUCT � � � o = � � U � o SS a F i� R�C� ED L IC��ITS IN C�IL INC�. PEFOR� CONN�CTINC� TO LOUV�R w u l�/I2 2 4 INT,4K NUM. . � o � i�LE z u d �0 : , �; _ _ , ,, _ . _ , r t �i r' ' � , r , N .. � �, ��� ' 1�t"1 N � � �I . � ° �� I Y�� � � � � � � � ; ,,�, 6� r _ N i , h it� � m l.� - n � � � f NST,4 I�FUS S M IN. 12 ' OW � f N �2 � .I..0 ; LL D ER ��L STALL Ei�V IN �4 V�izTICAL POSITION 1��� UUCTS Tf�D INTO �RV SN�4LL 8� �t fi�'OUT� FL�X I�UGT Ai�OUND R�C�SS�D 23 �fR� D,4MP�R R�QUIR�D �OR �`- �d- , O O O �� O O �, �, i�'IDC�� �E�4M IN UND�R�fi��4M�D SO TI-1�4T �GG�SS TO T�-4E UNIt fS ON 9 �. LIC�NTS IN C�ILfNC�. P�NETfi�ATION OF 1-NR R,4TED UJ�4LL � � �-�--� CE I L INC�. T�-I OT O . +- , ,� � �3 T M ,4SS�MSL''r, 7�rP� UJ2. �, ._ O �3 INSTALL RETUi�N CxRILL� NIGc�-4 fi*l �8 �IR� D�4MP�R R�QUIREU FOR � � '� � 0 „ _ '.� cn U � 2 �4DJUST P�4TT�RN CONTfizOLLEi� IN S 9 � F��X fi�'.�TUfizN 1DUGT �OR SOUND 51DEUJ�LL OF SK�t'LIC��IT SN��T. LIN� P�NETR�4TION OF i Ni� i��4T�G� C�ILf�1C� C I INC� �4 1�4TION �4M � � � L R D D fi='Ei� � p� �LOUJ8,4R DI�FUSEi�S SO TN�4T ,41R IS �4TT�NU,4tION. PL�NUM ON 8�4GK O� R�TUfiz1�1 C��IL�� ASS�MSL�' T�'P� C1. G2U1 FO � � `, � R� R�D R P�NETRATfON OF � � „ � TNROUJN P,4R�4LL�L TO CEfLINC� ,4BOVE. UJIT� 2 t�ICK fNSULATION FOR 50uND . 2� c.�' G�f L INC� r4SSEM�L�' MEl"ISRAN�, T�t'P� Q : „ � � 9 RE: M2.2 FO R CONTINU�4TfON. ,4TTENU�4TION. �g DUCT MOUNTED SMOK T CTO IN GL ' �" � W ' O O � U� � R �` X w 3 . .� Z S�fi�fGO FILLER S�CTfON B�TUJ�EN R�TUfi�N UUCT. fi�E. M�C�/�NIG�4L ' � � - 0 � . �� �� .45 O� � �4T S. . M1.� �m 16 � �� � � 1�. � 8 ES RD � ER �E O /4 SUPPL`�' �UCT 1�/�4 EXN�4USt O 7R,4NSITION �ROM � � TO � � pUGT IN SP�CI�ICATIONS. .-. z - � � W SC��DULES. DUCT i�OUt�U IN ROOF StizUCTUR�. VEfi�TICAL S�CTfON OF DUCT. � �u � w r� � fNST,4LL UUCTS TO ALLOUJ S ,480V� 2m M,�KE Tiz�4NSfTION I.UIT� O CI-E K � — _ � DR i= �E �- � � . .� � .- � RE• M2.m �OR GONTINU�4TION. ' FOR INSULATION. �ILL C,4YIT1� A�30VE � �� CU-1 INT�K� Affi� OUV OC�4T IN UCT �I ,�., E O O L ER L �D D TTINC�. : (Y� 6� p �4ROUND DUGTS UJIT� CL05�U CELL SOUtN F�4C� O� �4fi�C+-�fT�CTUiz�4� �' '`� t— � � X �. � - m � KITCNEN �XN�4UST TO FOLLOUJ �XISTINC� S�'RA�' �0,4�M, i� �8 MfN. DORMER. 2� �li�� UAMP�R izEQUIfi�ED FO}� TNROUC�N 0 Q � z � Oti� o izOUTINC� � USE �XIStINCx T�RI"Cf1�1�4TION. i��N�Tfi��TION OF 1-1-� AT - R iz ED � � �: � '� SPEC(FICA710N 8�t' ,4RGNITECT. `; �� OVI UJ,4T � ,4f TI NT UGT �� �U � � O PR D� Ei� R C-� D O MIpI�IG,4TfON DUCTI.UORK �40i�IZONT�4L ASSEi„«L�t' ,4T FLOOR, ,,,�,,,, cfJ ` - _ _ � �- , S�GTfON FOR NUMfDI�IC,4710N S7EAM ASSOCI�4TED �QUfPMENT C� 1, a-{F 1} TO T1'P� �L � -� Q � 3�/� OUJN. f : w 6 D NJ�CTION. i�� 1"�3.1/,4. 8� NUNC� �fi�OM izoo� STi�UGTURE NIC�N � '� a � � u i i ii i i u n ii ii i ii i ii i ii ii i �r�», 1— IN ,4TTIC S�',4GE TO �4LLOUJ GL�ARANC� 2 FIfi�E D,4MPER REQUfi��D IN DUGT z �OR i�'�CESSED L IC�+-�TS IN C�f L INC�. �O CONN CT fN TO OU1� �` � W 8� i�E E C� � Ei�? � - INTAK� PL�NUM. _ - ` � Sea l � R t- U E � ..,..G/ . ..'��, O C? •.� _ . I I �, .g . �tp . � o, , �,,� _ _ �o _,,:o � a � . . • �2 . a s � W i � / � fn • �� � s . .3 l , . ,I"�'° . � . . . . � . . . . . � . � � ... . �. . . . .. � ( � � . .. . . . . . . . . . . . � . . . . . . . � . . . . . . � . . . . "••.��N . . . . . � � � . . . . . .. . . �. I . . . . . . . . � . . . . . . . . . . A, . . � � .. .. � � . � . � �. � . .. � .. - .. . . . . . � . . � . . . �. . . . . � . . . � . . . . . . . . . �I►�� � . . � . . � �.�. . . � �. � � � . �. � . � . . � . � . . . . . . . � . � � . . . � . � � . . . �.. . ' � . � � � .. �: . . . . . . . . . . . � . . .. . . �. � � � � � . � . . . � � . . � . . . � . � � � . . � .. � � . .� .. .. � . . . . . � `� .. . : . . � � . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Z W .� . . . . . . . . . � . . � . . � .. . . . . . . . .. . . � . . � � . _/� _ . .. � .� � �' .. .� ... . � � . . . .. . . . � .. . . . _ � . � .. � � � . . � � . .� . . . . . . . � . .. � � . . . . � . � �� .1--1 ~ . � F . �� � �. . . . ...� . � � . . . � .. . .. � . . . . . . . .. � . . � . � . . . . . � ... . � � : . . � . .. . � � .. . . . � . . . . .. � � � . . . .. � . � . . . . . . . .. . � . � � . � � . . � . . : . . . . . . . . � � . � � . � . . . � . � .. . . .. . � . � .. � � . . . .� :� � �. �. � � " � . . . . ' . . . . . . . , . .. �. � . . . . . . . . � . � � � . . ( I . . . . . . � � . . � � � � � . � � � � � . - , . . � � ... . . � �. � ..� . � � . � .. (�� O .:. ��. �;� . . . . .. . . . � . . � . � . . . . . � � . . . . � � . . � . . . w+ �. . .� � � .. . �� � . . . . � . �� � � . . . � � � . � . . . � . � . . . � . . .. � � . . � . . . . . . . � . . .. . . . . . .. � . . . . . . . ..�. ~ . .. � . � � . � . . . � � �. . .. . � . . . . . . � . � . � . . � . . . � . . . . � . . � . � . . � � � � � � . � . . . .� , . � .. . . ` u � . . � � . . � � . . . � � .. � .. � � . . � . � � . � . . . . . . . . . . . � . . . . .. . . . . . . . . .. . .. � . � � � . � . . � . . . . ... . � . . . . . . . ��. . . .. . � .. . . .. . .. . . . . . . . .. . � � . . � ... � . � Q : / f I o � � �- _ _ � ,� � � p � I � W m I r� � Q I w ;, I � V z u I I I o� � I ' � � � � A � �T.� O o i i � � � � � i � � t , � M � o � �- W � � O �- m � � , � � o , i � M mZ 0 � ' � � � : � H � � � � O � � � A � � z — i - � U � � � � � ; O � o � � � o = � � � I �,� I � � z I z � I � � �- I � zW � w � I � wz I ? � I w � I q �n I '� i � � I � �, - - - I - � pr � - - w K � � f saued �or Z W I � � � No. Date Gomment Z O — — — � — — — — � — — — — � � � � W tL w � � 1 2/1�/1� PFRMIT �-_- � ( ( 2 ' 3/26/10 PERM17 ut � � I _ _ � _ _ _ _ RESUPMIttA� 1 � - I - - - _ m � � I - _ � o : : I � z } � �- - -- - - - - - - - - - - - - --'- - - - - - - - - � � � , f. (Y F- I I � _ I � � _ _ _ _ _ _ _ .q � - - - - - - � I � z �- I wa : �- p I �--- _ � � � � : � ( 3 d � ( � � � L — — — — — — — — — — — — — — —= — — — — — — — — — — — — J O Z _ O F- � � � O , . U � z � � Q w .� _ + !L � � 00� V w R L� EL . , � �` u; � 1"I C��4NIG�4 ,4N w E L PL t� z , � w �- cn . ,; , �.7 , F z � — � O � ; R� � � W � � � c� � Z z c� — '� � O W � tL z � �.._ � W ,Q , X fY NOfizT� } ww w , Q [1 Uq Pro ect No. Sca le: Z J — AC �K 1 n _ �_ n . 9��I,.�fd 1/� - 1 � 0 m � � Q ze Drawn B : Check�d B : , 0 y J z (xN �Q u.� � , � �TUJ JDR , w � z = , w � � � — z z (� � w � d = t� � � U w O l�/I2 . 3 0 u A � Z � � �o � � � N , -� . (V ��t7 . 1-� ,; .. . . � , �� ��� � . � � �� �� ��� � . � r = � � � � �� � � � �� � � � �s., 1 cv , � � � �..[� � � � ^ � 1_!_l , � �� �� . . � � ST �4CTU ,4 r4M N 7 �7 f ON � OUt �S I IN �4 ON CO UMN ON g 2 WASt ,4 OV T O 3 W�4ST OWN X�4CT OG�,T f ON OF X I ST IN UJr4ST � V NT I li�( f S � UM f N N T AT I ONS tN OUC�N �4 0 R R L �E P� E R D iz � C� P P C� L C� L � E 8 � E D E � E C� E � P i� C� LL i�L B C� �'E E i� i�' �, cf� R EG2 U f R�D. SO U t+� U J,4�L D� S T R U C T U R E. P I P f N C� T D T I� I N T O N�,4 R�S T S T,4C K O R W A S T E U N K N O U J N. �N C x I N��i� N�4 5 S I�O U J N PO S S I�L E RO U T I N C�S, �I R� i��4 T�P r 4 5 5�M�L�' � 1_t_l � � � � SN�4 SN AT�N IN ,4 GO f N 3" O A . " S CK V T. OV TI� OU N � — LL RE � EI� fi�P�fi� L � R L RC��R 2 T� �N BUT �ONTR,4GTOR JS fiZ�S�ONSfBL� TO V�RIF`�' IN �IELD fi�' �D R C� 0 t� � 6� � 2 INpIREGT +�UB i�EC�i�TOR �OR DR�41N8 DOUJNSPOUT. TN�4T }�ROi�OSED ROUTINC� UJI�L ALLOUJ INT�C�RATION P�N�TR�TION �fRE StOP s�'StEI"I INST�4LLED u.. O �n U �— F OM QUI M NT. �m T �4NSITION V T T �� O ' S M 8 6� � � P � 0 iz �N Q 3 A MINIMUM F 1 INT� �XIStfNC� S1'STEMS. ,4ND T�St�R fN �4CGORD,4NCE �JfTN �4 T � 1� ? , , , _ � 6 � Z _ � PLUMPINC� VENT S+-�ALL T�RMIN�TE S�LOW ROO� P�N�TRr4Tf01�1. OR l�L 1�4�9, 3M OR �QU,4L. CONTR,4GTOR �4 , � 3 fNDIfi�EGt NUS i��CEi�TOR FOR UJN-1 MINIMUM 3 ,4BOV� INT,4KE LOUV�R. • NOTf��' NC�IN UJ� N MO ftION +��45 N SN,4 SU MfT GUTSI� TS FO S�'St M TO � .. K a � E�R E DE L C�� �� R �� R E �� � � w � x T�P i��LI�F � D�',4fNINCx O� T,4NK. COM�'LET�D TO ,4 LEV�L T1-4,�T �4�.LOUJS fNSP�GTION O� fNStALL�D �OR �NC�(N��R �4i°i�ROV,4L Pfi�IOR w +� � z_ � � 71� NEUJ K17C�1 N SfNK � fSI�Wl�S�--IER XfSTIN S'�'ST MS � N IN UJf �I V IF''t' TO fNST,4 ATION. � � � � � C� E � C� EER LL �LD ER LL � � � � CO1�lTRAGTOi� TO SIZ� REC�UL�4TOR 1,U�45T INTO EXISTINCx KITGN�N UJ�45TE OUTINC� � SI S. ,._ a-�- ' . z O , � iz ZE ,s� � � w � M,4XITROL Oi� EQUfV,4��NT. YENT J�IN�. � '� .— _w �a — ' _ � C • �4 '6� : ' �4G O�DINC� TO M�4NUF,4GTUR�RS �k�GT LOG,4TION O� �XISTINC� DOM�STIG UJ,4T�i� � , :� � � -r n , � (`� � INSt�4LL�4TION fNSTURG � IONS. S 2 UJ,48T� DOUJN t0 TI� INTO N�,4i��ST SU �' fS UNKNOUJN. F TO M3.m/�4 FO OM STfG 6� O Pfi�L R� ER R D � � o , � 1— (k �' ST�4C K O U J,4 S T I N 2�� ' D I,U A T�i� i�l i�I N C� S G N�M,4 T I C. �,L S O S E� S N E�T M 1.� ,� R EL � � R , � X , ��., � �IXtUi�� GONNEGTION SGH�DUL� FO QUI CUJ � z � L�,izCx�fiz. R fiz� R�D D � � o � b- - I�NUJ GONN�GTIONS TO SPEGI�IC �IXTURES. �n � � � � � � � � ,,� , dJ - � � --� ' � Q � w �� � � � 't.f"�ir,. 1— Z I I I I I I � ` � ! ` � � � +- _ — — ` — — - - - , , - — - - — — — — — - , — - — — — — — — - - — - — � � � s�a i �- RE .,. / ` � '4�; .S' C),• •,!�' O v; ;�` � ( � � � � � Qa _ . 'Q :�tc�► � Le. �' .t3 � .> • 7A 0 , o � : 290 . o : � W . ;: � : de: � : . .� �� , . ........ . i i i i i i � u � � � ,,, z = � i — � S Q a I , I _ _ � � /-� i � z ST Rr4C�E � � � I / I I i I I I Ul 0 � MLID ROOM � / 1�� — � � UP � — U . � � g 1�� � �� —— -o0 8 � n �� �� o 0 M. 1�N � �� 2 V 2 Y �r +- Oi — � : — — — - --}- — — � � - - — — — — — — — — —f— — — — �— — - — �— — }- � � � }' (Y, , � �T� � 0 I / � _ - F+i � / UJi�I ( i UJ oD _ p / ,q UJ � � W i � z - 2 , I �(�4 C��-4 r� � / / ��I �,i I � � II ��W� ---�1 I r� Q- Q � _ _ ( (� � � 2 i , , I I I cn Q i o � O ----- � i � _ 9 i�; , i , O � pC � I-li� � � � � � Q- L---- a- �! - \ i -� i KITCI� N � o i SC� „ � � _ 2 �, s � � � � M � o � �------�� y� , , w i 1�� � � � , � � � , 0 +- � b _ �� -----� � � � O � Y � r N � I ii ( ' � ( i i i i i i i � � i i - i �''J'}—� L — 2 UJ � - Q ------ - ---- - � � I I � I I 3 �- �-_�__�_�_ M m �--------� �,4V � z � � � � � � � � � W _ i � � o o � �� i i i i i i o . l � � � � o ii i i i i i i !� � i o � ii - — — — i i i i i E � � i � � T T T � � � � � I II I I I � , , � � � � � � 0 � � � ' � � ' � - - I I I M� +- L-------�-�--�--L-� � — �� _I� � Z _ _ - A � � _ _ - - _ _ _ — — - _ - _ , � _ _ - — - - — _ _ _ � U � � � �- � � z � _ o � ► O � � ��«� � _ � ii , _ � o I I I � � � � � pr � _ „_ 1�� I , � R � _ � z _ � w � I a � .� � � � z � M. 8�D i�00M I _ � � � � w I I I I I I � z 1��4 w �n ,._ , � w ,. w ._ _ I � I _ �- -; �--- -� ; . O - . � I w 1 I - �- : . , � , . .� � I C� , I I I +- ( w - : _ . � „ i � 99 G� � 1 %� C� 3 �� � , � � � _ _ _ _ _ _ _ _ _ _ �� , ^ — — — — — — — — — — — — — — — — - � � .-•_ 12 C�N � t� �- w � , , OL M CF�-! z w � ( . D�G � � � ( (saued For _ : i� �� , � 0- �i� G 1 2 C� & zo 11� — - — — — — — — — — — - — — — — No. Date Comment w � — — — — — - — — � � � � I I , . � " � NIT ��1 D�GK 1 2/I"t/im PERMIT w �- � _ ; � (K I � � 2 3/26/10 PERMIT � I I w � 111 � � � 5U MIttA 1 7�- � � � i � � j R� B L � - — — — — — - — —` — — — — — — — — - — — — — — — — — m � � � 5(8 G�I--E -� . Qo ' � z , _ O � ,� OC f- 1 MPC� UP t� _ � � � / � � � � - — — — - - - - — — — — - — — - -L — — — — — — — — — — — — — — d � � _ � Z �- W a._ �- , � o n% � � � � L I I I I � . � � � z �� O 1 1"C�'C� Ui� x... � o �-- 3 � � O �' � � � �� � z U - 4 W � _ 0_ i--- itl � M�4fN L�1��L . � '�.' � UM f NG-� AN w P� B i�L � r� z � � . � � � z 0 � - � � C�,4S i�f�'� SIZfNC-� � W �,.. � ,,, � � z z � — C�,4S Pf�'INC� UJ C DfNC� TO TNE 2��9 IFG�C, � � o Z � `� USINC� T,48L�5 ��2.�4C3 � 2� OR M�UIUM fi-�R�S�vURE � � � w Q ; Cx�4S LIN�S CMPC�� L� ��2.�C2) FOi� LOUJ NO T�-4 x � fi� } w w w , p i�R�SSURE C�AS L IN�S CC��. ToTAL D�YLoP�D LE1�C�T+� a u Pro ect No. Sca le: z �O TN M f�l � OM OINT O� N W CONN CTION J - � R � PCrt L E R P � � �� _ � „ �! , � 9��'1.�ID 1/� - 1 -� 0 � m TO i��CxUL�4TOR IS 3�� , T01',4L D�Y�LOP�D L�NC�TN � oz0 ' Drawn B : Check�d 8 : 61 FOR �"N� C� 8R,4NG� TO T�E R,4NC�� I S 15ID ,4N1� t0 TNE � � z t� � w � � ' � �IizEF'L�4GE5 I�'v- �m . �TI,�J JDi� w �nz = w – � � � – z z IK � p � � , KI = fl.. U QL . 0 P2 . 0 w U � o r z � . � �o � � m., �. � � � .� . . . . � . . . . . . � . . . .� �, . . � � . . . � . .. . . � � � . . . . . . . .. . .. . . . . � . . . .. .. .� . . � . . � .. � � . . . . . � . . . . . � . . . . . . . . . . . . � . � � .. . . . � . � . � � . . .. � . � . �. . . . .. . . . . . . ,.„y�/��.�. � �"r � . . . . . . � � . � . � .. .... . . . . � � . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . .. . � .. .. . . � � � � . . . . . . . � � � � � . � . . � � � . � . . � N x � N � � � � � � �I '�I I I I.iJ ' �I - ; N 1 ��� � � I �4��� � - � I � � �`� ��� I �1�� � - F""" � � � � �� � � � � � � � � _ �+`� �-�--� � � � � n n (� � STi�UCTUi�/�L B�,4M PEN�TR,4TION � fi�OUT� C��4S PIi�INGrt ALONC� COLUMN ON g 2 UJ,4ST� ABOVE 70 3 UJ,4ST� D�I.UN • X,4GT OG,4TION OF XISTIN UJ,4ST � V NT I • U-1 O � 0 � L � Cxe E � P PINI� IS ALL PLUM8INC� P�NETfizATIONS TNROUC�� ,4 E,.,,, R�QUIi�ED. SOUTN UJ,4LL O� STizUCTUR�. PIPINC� TO TI� INTO N�,4R�ST ST�4CK O U1�4�T� UNKNOI,UN. N fN N,48 BNOUJN SS � f= � '�` i� � C� EER fi='O IBLE i�Ol�l'fNC�S, �Ifi�E R�4T�D ,4SS�MBL�t' �� �� � � � � SN,4LL B� SN��4T�-IED fN ,4 GOfi�fi�Efi� �IN� 3 OR L�4RCxEi�. 2 ST,4GK V�NT. �3UT GONTRAGTOi� fS R�SPONSIBLE TO VEi�IF'�' fN �I�LD ROV�17 7�ROUC�1-� ,,,�, � L} r 2 fN I C7 �U C TO �O D .41NS OUJNS OUT. � D RE B R� E�' R fi� R R P T�-1�4t i�i�Oi�OS�D i�0U71NC� UJfLL �4LLOUJ INT�C�i�A�ION PENETR�4TION Flfi�'E STOi� S'�'STEM INSTr4LL�1� � , , 6� �i�OM EQUIPMENT. �m Ti�ANSfTION V�NT T0 3" � M(NIMUM �� 1' INTO EXISTINC� S�'ST�1"�S. r4N T ST IN r4GC0 ,4NC UJfTN ,�STM 81� !� Z �' � 1� E �1� i�D E � �4 � 6 i�LUM8ING� V�NT 5�1�4LL TERMINAT� S�LOUJ izOOF P�N�TR,4TION. O U 1� 3M O O .. ,, 0 i� L �9, OR EQU,4L. GONTR,4C7 R t� , «� }--- W 3 INDIRECT �-1U� R�CEP70R FOR UJN-1 MINfMUM 3 ,4801�E INT�,fGE LOI�VEi�. • NOTf��' N IN UJN N MO f �` � � C� E�R � D� LIT ON ��45 S�EN 51�,4LL SUBMIT CUTSI-I�ETS FO�' S1'ST�1"� TO BE X ,u � , � ? T�P R�LfE� � DRAININC� OF t,4NK. COMi�L�TE1� TO �4 L�YEL T+-4,4T ,4L�OUJS INS�'EGTION O� INST,4 FO NCxIN ,4 OVA (O � � ' LLEU R � E�i� Pfi�R L PR R � � : � a.l._ 7 TI� NEUJ KItCN�N SINK � fSNUJAS�-4 � --* z O D Ei� �XfSTINC� S�'STEI"CS ENC�INE�R I.UILL FIELD VEizl�`i'� TO INSTr4LL�4TION. � W � � � CONT �4GT0 TO S I U �4T0 � '' � R R ZE �EC-� L R, t�J,48tE INTO EXIS7fi�lC� KItC�-I�N UJ,4St� ROUTf1�iC� � SfZ�S. �sa '� ^ w ua — _ ' M�4X f T O O QU I VA NT. V Nt IN . � i� L i� � L� E L � �4 '� � � � ,�.. .4GG0 INC� TO M�4NU��GTU S . � � RD �ER �XACt LOCATION OF EXISTfNC� DOMESTfG UJ,�TER 6� 0 �� � s 6� r a% fNST,4LL�TION INSTURGTIONS. 2 UJ,45T� 1�OUJN tO tIE INtO N��4fi�EST SU �' IS UNKNOUJN. F TO M3.�/,4 FO O � fi�PL i�E �R R D MESTIC ;� X u- i� �� � 6� � ST,4CK Ofiz UJr45TE LINE 2 OR W,�T�R PIPING� SGI�Ei„1�4TfC. �LSO S�E SI�E�T M1.� z ' � , Q �.�, �4 0 , �4 F I XTU CONN GT f ON SGN U FO � — L RC��R. R� � �D �� R i�EG2UlizED DCI,U � � � � � � � DI�W GONNECTIONS TO SP�GIFIG FfXTUR�S. ,� , , � � --� � � � w ' �-� � _ � , � , r : � z �„ 6i u.► : �-- � � Sea l � , i� �G/ t- _,. S�. � , , , •�� C7. , ` � , � .� �. o :� _ o � , � � � c� Q � , �: '9 9 _ . � � . . . � � . . . . . . . . . . . . . . . . . . . . . � . � . . � � . � . .. .. . . � . � . . . . . . . 9 .� � � : � � ' 1 � e r ;, . � � Q ♦ n . ve w . � . , oo. �n .. � , � . � ; ...... N. ,' � �. , � w '; z � — _ � � � : � , _ N ; � z , � , _ p . W _ � , � I I I � � � � u - -_ � � �� �� � � , � Q 2 V 2 V - - - O r o �- � � — — -- n- — — — — — — — — �- � — — — — — — — — — — — � � � � � . 0 0 W — � � m T� — n � ` ! V z w , � a � � BATN 1 O � L� � _ A I I Q ', � 11 O #�,1�, �� 0 � I 11� �r � �� I I �,�T+� 2 � � ' 3 11� Q- 0 � 11 � � � M � o � � � W �.. � � � �- m ; v 0 _ � �- � — � o � m s� M O � z , _ .� � Y ,� V � � L � � � O � � � � Z I � — _ _ _ _ _ _ - - _ _ _ _ - _ - _ _ A � _ � U � � � � � � � z 0 � o � ��� , � i i i � � oz � � 112 - � — � � — � '' , � u- . � � � wz � � � �--------� z � � — �- � � � , � , � z w I � — —�— W � I I I � � jjj W � , i i = t— , i i � i i Q — i!-i r-- i � � N � � q c� W � � i = ( � � � � � i i � ' ; � i i � — ' — — — — — — — — — — — — — — — — � �— — � � � � � � : � � � B�D 2 tu �- li � � w (K � zw i � 113 Isaued For< — � � � I � � � � � i i z O ' — - — — — - — — — — — — — — — — — — — No. Date Comment tU (k � i i � �, i i � � �. 1 2/I'1/lm PERMit w i = �--------� i- � a ' 1 2 3/2�0/10 PERM17 ' W , � � — _ RESU�MIttA� 1 �' � � — — — — — — - — — — - — — — — — , OL1 p I � � , , 4 0 } z O d ii i� QL t- 1 1„IPC� 1 MPC� DOU1N =, / t� a.. � � — - - - - — _ - _ _ _ _ _ - - ac � — — — � � � z w !L � p �- _ V t�! � � 5 � d I � � I I Oz �� ; � o 1 MPC� DOUJN � . � � � 0 zu � w � _ � o-: +- � � _ U w F'PEfi� L�1�EL . N � � w PLUM�3INC� PL�4N nc z �z w ,— � . � F z O � — �% � u � W � w � � z z � — �7 � O � � � � � � � �4 — Xp% NOi�T�4 > W w W � 0 [1 u Pro f ect No. Sca le: z [X — � - 9��1.�� 1/�4�� _" �'-�'' O ' m � � oza Drawn By: Check�ed Sy: < Z �r 0 Qw "' � � . �TUJ JDR � w wz � � � � — z z AL � m ; �qw � � � 4 , OL � U O P2 1 w v ' � . � o . Z � .� �o � _ N � N � # . , r��",,,, J-n �O �10� � . - � l� � 1�1� f 1�� 1��� � . � r � � � � � � � � �� � � � � ^ N � �"'f lQ l.� � �-�--� ^ ; p u n r"f` "�.' i t f ON 5 OU GO UMN ON g 2 UJAST A OV T D 3 UJ,d,S�' OUJ • XACT OGAT f ON OF X f ST f N UJ�4ST � V Nt I IN I S � � UM IN N T AT I ONS T�4 OUC�I� � � STRUG7URAL 8��4M �'EN� i��4T � R T� C�,4S i�li°fNC� ALONC� L � E B � � D N E L � C� � � P P C� L� fi�L �3 � P� � R � �„ c� ,_ � R�QUIRED. SOUT�-4 UJ,4LL O� Sti�UCtUR�. fi�IPINC� TO TI� INTO NEAR�ST ST�4CK OR UJ�48TE UNiGNOUJN. �NC�Ii�I��R N�4S S�-IOLUN POSSfSL� ROU�Ii�iCxS, FIi�E i�1�T�D ASS�MSL`� a... l_t_.l �--- , --� �� �� � ` SN�4LL B� SN�AT�-!EU IN' �4 GOP�'�i� LfN� 3 OR LARC��R. 2 ST,aCiG V�NT. PUT CONT�AGTOR IS R�S�'ONSI�L� TO V�i�IF�' fN FI�LU ROV�R T�i�OUC�� 0 2 I CT U C t0 �O �41N5 O S OU +C"� � � N1�IR� I-I B R� EP R R Diz D I.UN � T. T�4,�T i�i�0i�05�I� ROUTINC� UJILL �4LLOlU INT�G-�R�4'tfON PEN�TRATIOi�t FfRE STO�' S�r'STEM IN5T,4LL�D u. r-- O cn U_ �m �� � �ROM EQUffi�M�NT. Ti��4NSITION 1��NT t0 3 �4 MfNIMUM O� 1 INTO �XfSTINC� 51�St�MS. �4N1� T�ST�D fN ,4CGORD�4NC� UJIT�-4 ASTi"f �81� � , , 6� � ,, � � 6 PLUM�INC� V�NT SN,4LL TERMIN,4t� B�LOUJ ROO� P�N�TR,�tfON_ ' OR UL 1��9' 31^'( OR �G2U,4�. GONTi��4GTOR �4 � � , , v _ , 0 , 3 INDIR�CT �--IUB R�G�PTOR FOfiZ lU�-4 1 MINfMUM 3 �SOV� INT�4fG� LOU1��R. NOTIF�' �NC�IN�E�? UJI-E�N 1�EMOLItION I-4�S B��N S��4LL SUi�MIT GUTS+-�E�TS FOR Sl'STEM TO P� � O � � ,� _ � t� I � � �4(NIN OF TANK. X w i� R�L E UR C� COi"fPL�T�1� TO A L�VE� T��4T �4LLOUJS INSP�GTION OF fNST�4�L�1� FOi� ENC�fN��i� A�'PROV�4L fi�R(OR _ � z t� _ 7 TI� N�W KITGN�N SINK � DISNUJASN�R EXISTINC� S`t'ST�MS � ��1�IN��i� UJf�L �I�LD V�Rf�1' TO fNST�4LL,�TfON. � � ' _ � � � � � ..,� z � CONTR,4CTOR TO S I Z� R�Cxl�L,4TOR 1,U,4ST� f NTO �X(ST INC� K I TC�-I�N UJ,4ST� ROUT INC� � S I ZES. � w � , '�,cc � � 1"�AXITROL OR �QUIV,4L�NT. . V�i�T LIN�. � � .— W �.0 — _ �4CGORDINC� TO MANUFACTUREi�S e �X�CT LOG,4TfON QF �XfSTINC� DOM STIG UJ�4T�R � � � � � � � n , � � 8 C!� . INST,4 ,4T(ON INSTU CT I ONSi 2 t�1�4ST OUJN TO T I INTO N ,4 ST SU �' I S UNKNOUJN. � tO M3.�/,4 �O O ST I C 6� LL R � � D � E RE i='PL RE �R R D M� � o �, �� � � � STACK Ofi� UJ►�ST� LfNE 2 Z OR 1.U,4 T�R �'IPf N� SG�4 E i„f ATfG. ,4 L50 S�E S�E�T M1.P�, � x � � � A . F(XtUfi�E CONNECTI�N SCN�UUL� FOi� i�EQUIR�D 1�CUJ � u� z L RC��R O t� o � � — DI�UJ GONN�CTIONS TO S �GIFIC F(XTU ES. �n P R �Q. � � � , ,� � — ; � � , ; � --� : Q � , • u,, i 1.1"'t.�► n � l.L � , � 1— ' V"� � � ° � ` � r- ' - , , 'I Sea l" � , �, , �-- '; _ � Q RE ; Q ...,.'�/ O Q�; • •.ST z O: t,-c'�` i- i v, •9 - �• a' ;c+� � , c�: ;v . � ,e � a . -, w ;, � � . ; t1.: � . (O ` . r �l � • °�� ,,• . . . , . . . .. . . � . . . . . . . . � .. � . . � . . . . . . . .. . . . . . � . � . . . . . . . . . . . � . . .. . . � � � � ���0� �� � � �� . � .. . .. � . . . . . . . . . . : � . . , � . . . ... . . .. . . . . . . . . ..� . . . . . . . . . . . � . . � . . . � � � . . . � . . . . . . . . � � . . . . . . . . . . � . . . . . . . . . . � . . . . . w•, .��. . . . � . � . . . . . � .. . . .. �'.. . . . . . . . . . . .. . � , . . . . . . . . . . � . . . � . . � . �� . � . . � . . . . . . . . . � .. . . . . . . . . . . . . . � � . � . � . � �1�. � . . .. . � . . . � . . � � � � � � . ��� .� . � . . . . . . . . . � . . . . � � . . . . .. � . . . � � . . . � . . � .. � . . . . . . . . . . . . . . . . . . . . . . � . .� � ' � : . � . ��n•� � . . . .. . � � � . . � . . . . � ��.. � � . � � � � �. � � � � � � � . . � . � . . . . . . . . . . . . � . . . . . � . . . . . . . . . . . . . . � . . .. . . .� . � . .. .. . � � .. . . - . . . . �V . . . . . . . . . .. . . . � '� � . .. � . . . . . . . . . . . . . . � . � ... . . . . . . . . . . .. . . � . . � . � � . . � � . . . . . . . � . � . .. � � � � . . � � . . � . . . . . . W .. . . . . . . . . .. . . � . . � . � . . . . . . . . . . .. . . Z . . . . .. . . . . ... . . . . . . . . . � . . . . . . . . . . . .. . . . . . . . . . . .. . . . � . . � . . . . . . .. — _ . � p�� .. . . .. � . . .. . . : . . � . . � . . , . . . . : . .. . .. . . � . .. : . � � � . � � � . . . . �. � . . . . � � � . . . . . . . � � . � . � . . � . . � . . . . .� � . . . . . � . . � . . . � . . . � . . � .. .. . . . . - . . . . /� � . .. . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . � . . � t--t . . . _� � . � . . .. � � . . . . . . � � ���.. �� � � . . . �. . �. . . � � . � � . . . � . . . � � � . . . � � . . . . . . ... . � . � . � . . . �. � . . � ... � . � � . . � � � � � � � � . � � � . � � � � � . � . � � � � . .. � . . . � � .. . . � ... � . .. . .. . .. ..� � � . � . . . . �� .. . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . _ . ._ Cn . � � . . . � . .. . . � � : . � . �. . ... � . .. ' . . . .. � � � � . . . � . �. . �� � � . � . � � � � . . . � .. . . .. . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . .. . .. . . . . . . . � .. . . . . . . . � . � � � � . � Z � . � � �.. .. � - . . . � . . � � . � . . . . . . . . . . . . . . . . . . . . . .. �. � � .. . . � . . . . . . : . . . .. . . . , . � � . � . . . . � . . � � � .� � � � � . . . . . . � � . � .. . . � � . � . . . . . � � � � � . . .. . . . � .�. . . . � . . . . . Q .. .. . � .. . . . . .. . . . . . . . . . � . .. . . . . . . . . . . . . . . . . �.. . . . . . . . . . .. . � � . . . . � � . . . . . .. �. . �... .. . . . . . � . � � .. . . . . . . . .. � . . . � � � � � .. � . � . . . . . . . . . . . . . � � � . .. . . .. . , . . . . . . . . �. . : . . . . . . . . . . . . � . . .. . � . . . . � F.:..� . . . . . . . . , . . . . . . . . . . . . . . . . . . � . . . . � . � . . . . . . . � . . . . . . . � .. . � � . . ��.� �: :� � . . . . � � � � . . . . . . . . . � .. . . . � � � . .. . . . . . . � . . . . . .. . . . . . . . . . . . � . - . .. . . . . . . . . . . .. . . . . . . .. . . . . . ..� . . . . ... — u .::.�. . . . . .. � � ��. . . . . . � � . .. � � � � �� .� . .. � . . . . - - .. . � . . . . . . . . . � .. � � . . .� .. � .� . � � . . . . . . � . . . . � � . . � � � � � : . . . . � . . . . . � . . . . . � . . . . . . .. . .. . � . � � . .. . . � .. . . . . . . . . � . . . . . . . �� � '.. .. ..��: ''�, � . . . . . � . .. . . . . . . � . � . . . . . . . . . . . .. .. . .. . . . . . . . . . . . . . � . II � � . . . . � � . . . . . . . . . � . . � . ... . . . . . . . . . . , . . . � F- . i . . . . . . . . .. . . � . � . . � . �. � . .� . � . . . � . . . . . . . . . � . . . . . . � � . � . . . . . . . . . . . . .� � .�:� . ,; � . . � . . . - . �. . � . . . . . . . . � . �. � � . . . �. . . . . . � . ..� � � � . � � . . �. . . � �.. . . � .�..� . . . . . � . . �� . .. �� . � � � . . . � . .. . � .. . . . . . . . . . . . . . . . � . . � . . . . . .. . �. � .;.� �:�i 3 0 0 E- (k a- i _ _ - - - - - - - - - - - _ _ � ; � � (K ; , � � �T� � _ ' F+�1 _ O W�--E m 1 --- T� - A � w � V z U O � A A._ n W O � 0 � � O � _ � � � ��-� M o W � �--. � . O _ - :� � _ o M O m z � : - �- _ � � � H: � _ � �u , O � � � � z -, - _ - _ _ _ A : _ - - - -�_ - - - - - _ _ _ _�- _ _ _ - - -.I.-- - -1._ U � � � � � � �--�� � i� z �-2 � � Q � � _ , " � o = : CaR,4N ANN�X ATTIG � � � � : . : � �; � Z ,, 1JJ a � W � , z � _ � � W � z W � � W W � _ � � 0 W � � � � � w = � � � _ � - - - - _ _ - _ _ - _ _ _ - - - _ - _ _ _ _ _ _ - _ _ _ � � � W F- W � � ' Issued For Z W _ l'I � , , Z O _ _ _ ' _ _ _ _ _ No. Date Comment w (Y - - - -- _ _ _ � - - - - - - - - - - - - - - - � . : � i 2/i"I/1m PERMit w : _ (kr � � 2 3/26/10 PERM17 � � � — — _ _ _ _ _ _ _ _ _ _ _ RESLtRMittAL i � _ - - - � � 0 � -� -� -� � Q Q � z O � ' � � Q_. _ , � I (L _ — — _ ' _ _ _ _ - - _ _ : _ - _ - - --1—- _ _� _ _ _ - - d � �– �— _� � �. z Wa , �- o �-- _ � ' � � � � t-- � � � oz = o � � � � o ' �a � �� � z � � � � : �,.� � x a. � w ATTIC L�1��L : N , � V , PL UMB f 1�1C� i�L AN W t� z _ - �- W . � � E z 0 � — ac � � w �'- � w N � z zN � � 0 � � z � � ,u-� � � - X pC NORTI� } ut w w , � a � q ProJect No. Sca!�: z ii _ , n � - (K 9��'1.�fZ� 1/� - 1 -� O ' m � � ze n - Drawn B : Gheck�ed 8 : Z 61 y y � N �4 u.t � w �— �TUJ JDR � w ? = � � � — � z (K m � , �4 u.t`� z � � U O , _ w U P2 2 - • � n � zu � �O ; . ; � . _ ;�. _ _ _ _ ._ _ ____ .__ _.�. , . _ . . . . . . . � - . .� . . . �. . � . . . . .. . . . . . . . . . . . .� . � . .. . . . . . .. . . . . . .. . . � . . . . . -, , �::, . . �. . � .��. �. . � � � . . � . . . . � � � ... . � . � . . . . . . � . . � . .. . . . .. . . . . . . . . . . . . � . . � . . . . � � � � . . � � . . .� . . .. . .. . . . . .: .. , ..... . . .. -,'��. : � � . . . . . . . . � . . . . . . . . . . . . . . . . . . . . � . . . . � � . .. � . � . . . � . . � � � . � . . . . . . . . . . � . � . . . . � . . . .. . . � . � � .. . .. . . . . . . .. . . .... ,''� N ��� I �' �y ' - �� m . � i - 1-� . �� ��� � . , � � � � � ��1�� ��� �'� U�1�� f1�� 1���� � � � r � , cv � & �� �� 1 � � � � � � 9 . . 1_I._t ^ STRUG7U�2�4L RE�4M F'�NE7i��4TfON i�OUt� C�x�4S PIPINC� ,4LONC� COLUMN ON 2 UJ�4ST� �4BOVE T0 3 UJ,45T� pOUJN �X,�CT LOC,�TION OF �XISTfNC� UJ�4STE � VENT PfPINC� IS /�L� PLI�I"(�31NC� i��N�Ti�ATIONB TN�'OUC��-1 �4 � 0 � � � ��QUf}��D. SOUTI-E W�4LL OF STRUGTUi�E. PIPINC� TO TI� INTO NE,4REST ST,4GK 0�? W,4S7E UNKNOU,JN. ENC�INEER NAS SI-EOUJN �'OSSISL� ROUTINC�S, FIRE R�,T�D ,45SEMSLI'' � � � t..�, 1-1--� SN,4LL B� SNE�4TN�D IN A COPP�fi�' LIN� 3�� OR L,4RC�ER. 2" StACK 1l�NT. UT CONT �4CT0 IS S ONSI O V I �-- . -� B � i� R� P B�� T ERIF1' N FI�L1� i�OV�D TNROUC�N rx _ � 2 fN I CT �U ` G TO �O �41N5 OU,JNS OUT. � � � O D RE B fi�E E� R R DR I� i� TI�AT i�ROi�oS�I� RoUTINC-� UJILL �4LLoUJ I1�iT�C�R,4TION PEN�TR�4TfoN �fi�E 57oP �1'ST�M INSTALLED „ , � � U � FROM �QUIPM�NT. �m TR�4NSItioN YENT To 3 �4 MfNIMUM aF i fNTO ExiSTfN� S�rsT�MS. AN T ST IN ,4CGO �4NC uJITN .4STM 81� 0 D E �D RD � � � p� - � � �, 6 i°LUMBINC� 1/ENT Sa-4ALL T�RMIN,4T� B�LOUJ ROOF PEN�Tis�47fON. O U 1��9 3M O QU,4 . GONT /�CTO ' � R L , R � L R R � � _ � � 3 f f Ct �!-�U C TO �O U1�-I 1 . t '�-�' Np R� 8 i�E �P R R MINIMUM 3 �BOV� iNT,4KE LoL�vER. NoTiF� �N�fNE�R uJN�N D�Ma�iTION �+�45 SE�N SI��4LL SUBMfT GUTS+���TS FaR ��rST�M . o B� O O ,. � - , _ t� � F � ���i� o� -r�r��. � W fi=' i��L � DR � GOl"IPL�T�D t0 .4 L�VEL TI�,4T �4LLOUJS fNSPEGTION OF fNST�4LLED �Oi� �NC�fN��R ,4i�PROV�4L fi°�210i� � X : w � z � TI N UJ KITGN N S(NK � ISa-IUJ�45N . � _ 0 � � � D �R �XISTINC� S1'STEMS � ENGrtfN��R UJfLL �IELD V�RIF�' TO fNST�4LL�4TION. � �Q, � � � � GONTi�,4CTOR TO S I Z� REC�UL,4TOR W�4STE INTO EX f St INC� KI tG�-1 N UJ,4ST � ,.� 1a- z O , � � �OUTINC� SIZ�S. � w , ; , � � M�4Xf TizOL OR EQUf V,4LENT. VENT L IN�. C� ' �a.a ^ w � �CCORD INC� TO 1"C,4NU�,4CTUi�ERS • X,4G7 OCA O �;a — � , � L TI 1�1 OF �X1571NC� DOl"(�STIG UJ,4T�R �- � � s �� � � � INSt�LLATION INStURGtIONS. 2 1,11,4St OUJN TO 71 INTO N A ST � � � E D E � RE SUPPL�' IS UNKNOUJN. R��Eiz TO M3.f�/�4 FOR DOM�STIG dJ 6� �� o i � S i UJ�4t I IN SC�-I M�4TIG. ,4 S � T�GK Oi� U1AST� L IN� 2 2 OR �R i° i° C� � L O SE� SNEET M1.�, � r � u ,4 F I XTU GONN CT f ON SCN U FO QU � � X � L fi�CxEfi�. RE E ED L� i� RE f i�ED DCUJ � z 0 � �4 0 DNUJ CONN�G710N8 T4 Si�EGfFIG �IXTURES. - � � � � � � � � � c1J — � � � � � � � �� � � � � � � � � �� O � . �,.� � � a � �.. �— z i � �.. m ��► � � — - a` � � Se ., r REG � O ._, �S O . . T . -. , .� _ � @� I , .q � 0.• �' •«c� �- "d. c<' •cy � �: '� : _ �, � c> e . � , Q � � ! � w . � , �, � / v � � • . G , . lib . . - � . I I •.....• � , � � � , � zw � � _ a � � � � . � � � z e_ m o L. � � � � u � � 0 �� ° °� _ _ � � a. �T� � � I - ° I W mQ I T� N , I w � V � u I � � � I � � �T� a I � Q � !n"""1 O 0 I � I � � � 0 � I � � � � M � 0 � W � � � �-- � O _ i i i � � i _ o � � m � 0 � z � . � � � � � � `� I � 0 � � I M� � z _ - A � , � V � - � �-- � O � i ` an � � � i � o � � � �-- I u_ � I � ` � z a � � I w � � z t� I ` � � I _ � zW � � � w `� � w � . I � � I w � I Q � � Wi � � I '� � — — — — I — � �, � - - w Y � - I (ssued For z W l7 � � I � z0 , � No. Date' Comment w IK - - - 1 - - - - I - - - - � � � � � � 4 ,� , � � i Z/11/lm PERM(7 w _ (K ;� 1 2 3/26/im PERMIT �-- w . I I SU MIttA I � � �E B � � I - - I - - - - l _ _ _ _ m _ � O � _ _ � � Q I } z 0 � � - - - -- , - - - - - - - - -� :. - - - - - - - - - - - - - -� � � � � �.. _ � I I I t� _ Q - - � - - - _ � _ _ _ � _ - _ � �- z J I w IL +-- p L +-- - u � I I � � I ` d 1- I � � L — — — - — — — — — — — — — — — — — — — — — — — — — — — — -1 � O Z = O � 3 � � 0 ; � � � z U : dw � � � � ` w ROO� L�VEL .; � �" � UM INC� ,4N W PL 8 �L � z � W � . � � � z 0 � — ac ac �- �„ ,� � w N � z z �n — � 0 � _ z � � � }' � W d — X (k NO�'TI� } tu w w . p QU Pro ect No. Sca le: Z J _ � � �� _ �_ �� . 9��1.mP� 1/�4 - 1 � O o� . � � 0 ze Drawn B : Gheck�d S : 61 y � z (K N �4 w � � �TU1 JDR w N = - z_ w � � � — Z z UC � � � d � = IL � U � O P2 . 3 w u �.. a n z � � �o r . � _ � � ��� N � ! N � l.� � :, � � � W , N � Fw- ^ � � � a �-I-� � � b- � � � �--- 1_I_I. tY �I— , --� � O � � � � � �_ �-_ - c.t) U:r _ \ , _ _ 6� _ � � _ -�_ _ � � ^ � � , � _� -� - � � � � �� _, _ � ,, -� _, ,, � _ -, � ., _ _ _ , � _ �r }- � �, } -_ �_ X w _ � - - � � � z , � _ � _ _ � _ � _ — ;�' � � �� � � ; ,� -_ -- z _, � u� .'��, � _ _ � _ � , _ � � w - -- � ' � --- -- -� -_ ua — _ ----_ __ --- ' _ .__. '- �4 6� � --- � ------------ _____ � � ---------, —- --—. � � � � � ---_..�,` o , � '6� r a% � � � ;� � � � X , , _ � z � a.�, O o � _ `4 _ � �, b- _ I�l � � : � � X..� _ � - c� — � �„�, , _ �#- _ � � , � _--� _ Q : � , �„ � � ��, �- . . . . . . . . .___T �. . , . . . ... . .. . . . . .. . . . . . . . . . . . . . . . . . . . . � . � � . . . . . . 4 �' .� � �� .. . . .. � � . . .�. . �� . . . . . . . . . . . . . . . : . . \�.� . . � .. . . . � � � � � � .. � . . � .. . � . . � . � � � . . . � . . . . � V�'�.. � '. � : ; .. . . . . . � � . . . . . I 1..� . , . . . . . . . .. . . . . . . . . . .. .. . � . . . . . .. . . . . . . . . . . , . . � . � . . . . � . . . . . . � . . . . . . . . . . z . . . . . � . � . . . I I� � . � . . � � . . � . . � . � , . . . . . . . �\` . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . (� . . . . . . . . . . . . . . . . . � � � . � . . . . . . . . , . . . . � . � . . � �"'�` � . . V' W �. . . . . . .. � � . . . . . . . .. . I 1 . . . . : . . . . . . . .. . . . . . .. . . . � . \ . � . � . . . � � � . . � . . . . . . .. . . . . . . . . . . . . . . . , �. � ;.. . . . I I . . . . . . � . . . . . . . . . . . . . � �� . . . . . � . . � � . � . . .. � �i � . . . . . . .. . � � . � � . . I 1�. . . . � . . � � � . . . . . . . . � . . � . � .. � . . . . . . � . . . . . . . . . . �� � . . � . � � . . � . . . . � � � � . . � � . . � � .. .. , � . � . . . . �. ���.. . . . . � . . . . . . . .�1 I ��. .� �., . . . � . . . . . . � . . . : � . � � � � . . . . . . . . , . . \ . � . . . � � . . � � � � � . � � � � � . � . .. . � � � .. � . . � . . .. � � � . . . � . � . � . � � . . , . . . � � . . . . . � . . . . . � � � . . � .. . . . ''- . . . . . . . . , . � . � � � . . . . . . � . .� . . . . . . . .. . � . .. .. � . :,,. . . . . . . . � � . . . . . . . . . . . . . . . � . \� , . . .. . � . . . � . . . . . . . . . ,. � .. . .. . � . .. . . �1 I� . . . .. . . � . . . � . . . . . . . �� . . . � . . . . . . . . . . . . . . . . � .. . . . . . . . . . . . . . . . . . . . . . . . . � . . . . � � . � . .. . . . . . . '. I I , . � . � . . . . . . . . . . . . � . . � � \ . . . . � . . . . . . . . . � . � . . . . . . . . . . . . � rv'ed� , � ,� F , � . . G! . , � � FROI"I �3U I LD INCx Cx�45 _ �. .,s�. � .� . .. . . .. . . � . � . � . I 1 . . . . . . . � . . � � ... . � .� . . � . � . � .. � . � . . � � . . � . . . � . . � . . . � . . . � . . . � . � . . . . � . . . .. � � ... � . . . . � . .� : . . . . � �' ,�.� � . . . �� � � � .. � � . � ��� . �� � . .. . . . . . � . � . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . .� Vo` :�. . � ,�� :. O �..�. SU �1' M�T�R. iz� M1.� ,, �,o a ; . . �+ ,� . _ c�. ,Q �- C� S L0�4D' SCI-4�DUL� �OR a �° . , � , � , � . 2 , TOT�L ,4DD�D`LOA � , � • � Q ------ �_ , . . , .. . . . . � . . . . . 'I �. . . � : . �� . .� . � . . � . . . . . . . . . . . . . . .. . .. � . � . . � �! . t��y� r. ' � � . . , . . . . .. � . .. . . . .. .. � . . . . . . . � . . . . . . � . . . . 4 `� „.. . . � _ 4 � , . . , � _ (� � 3 '� . � ,_ �.. . ... � . . � .� �, . '.�. . � . . . . � � � � �� I � . . . . . . . . .. . . . . . .. � . . . . . . . . . . � � �� . , l+�w . .��,. � . . . . .. �. . :. .. . ' .: . . � . . . . . . . . . . . . .. . .. . . . . . . . . . \ .. . . . . . . . . .. . . . . . . . . ' .�.� , . . . . . . . .. . . � . . . . . . . . . . . . . � .. �� . . . . .. . . . . . . . . �. . . . . . . . . . . � . .� ... . I �� �� � . . . � . . . . . . . . . . . . � . . .. . . . � . � � . � . . . . � � . . . . . . . . . � . � . . . . . :.�, .� . . .... . . . . 'ii � � . � . � � . . . . . � . . . . ��. � ..:. � : . . .. , . . . . . . . . . � � � . . . � � . . . . . . . . � � . . . . . . . � . r '__________ � .� \ . . � . � . . � . . . � . .. .. . . . . � � . � . � � . .. . . . . :� �. � .. . �. . ..� ��.. . . . . . . . .. . ' .. . � . � . � � . . . . . . . . � . . . . . . . . . . . . . . . � . . . .. . . . . . . �� � . � � � . . . . � . . � . . , . � . � . . . � . . � . . ' . . . ', . . � . . � . � . . . ��� . . . . . . . . .. . . . . . . . .. . . . . . . . — L_ �\ . .. . � . � . . . . . . . . . . . .. . � . . � . .. . � . . � . � . � � � � .. . . . . � �. �� .. , . _ . . . . . . . � � � .. . . � . �. .. . . . . . . . . . . .. , � � . . � . . � � . . . . . . � � . .. . ' - . . � � � . . . . . :.. .. � . . . . . . . . . . . . . . . . � .. -- -----. -- . . � � . . . . . . . . . . . . . .. . . � ;.� . ,�- o o �._ +� � W I i �_ Z . � -� � _ _ _ , �, , i � _ ('� I-- ' . � . . . . . . �. . ... . . 1'' . . . . . . . � . � . . . . . . . . . . . � I . . . . . � . � . . . . . . . . . .. � . . � . . . ��-+ . . . . . � � . . . . . .. .. . J-1-1. . .. � � . . . . . � . . . . . . . . . .. . . . .. . . . . .. � � . . � . \ � . . � � .. �. � . . � . . .. .. . .. � . . .. � `, I �_ � t� ! � � , i �� � Z ; ------------� n � �..�, � WO , 1 MPC� � - � ��, _ , , �-- � . .a. .. .. . . . . . . . . . .. . . ______��__________________________________________ ______________________T_____________________--_—_-----_---_--___—_-----_—_--__ . . . . . . . . . . . . . . . . . . `� , �---- --- ------------------------ T , (J � � � \\ � C�) Ga , � � ' � � � � , , � � : � � � 0 , i ; � I - -- --------------- -------------------------- - ��) ��� , , � � , �'� O O i � � .� . 1- C�) MF}C� � � �. . � o a o � a -- �- ------- -, � \ — ----- � � � , � , � � � rT, � � --- � � _ O r W � � . . . . . � . . ' � . . . . . . � . � . . . . . . . . r--�i . . . � � . . . . . . � . m I I . . . � . . �. . � . . � . . . i . . . . . . . . I.. . . . . . . . ; . . . . . . . . . . . �� !�. . . . .. .. . .. . . . . �. . � � � . . . . . . . . . . . � . . . . � . � . . . . . I I I� . . . . . . . . . . . 141 . � i . . � . �. . . . . . .. � . i . . . . . . . . � � . � \ �__—__ . . . . . .. . _ . . . . ,. . . �� .. � . � .. . . i . . . . . . . � � . � . � . � � � . . . . . . . . . . . . . . T� . . Q � . . . � � � .. � . . . . . . . . . . . � . . . . . . . . . � . . . � I . .. . . . . .. � . . . % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . � . .. . .. . .. I . . . . . . . � . . . . I . . . � . . .. . . . . . . . . . . . . . . . I � . . . . _____ -______� � I .�. . � � . .. . . i . . . . . � . . . . . . . . . . . . . . . . . . . . � . � .. � . . . . . I I . . . . � � z � � V , L_ . . . . � . . . .. . . . . . . U . . . . .. . � , . . . . . � . . . . . . . . � � .. . . . . . . . ���� . . . . 1 . . . � . �� . . . . . . . . . . . . . � . . C��S L INE �OU �1� IDOUJf�I NTO i ; � � � O � , oa � 1 , , , o , o o _____ o _ o a o a Q , ❑ ❑ � � �►� ,d, pM. � � � p MEG L R � � � � � � o W , � � � , � � � � , , , o � � � � � � �, � � � , � � � � � � � � � � � � I � � � � . . . . . . .. . � . I . . . . . � . . . . . .. . � . �Y � � . . . . . ---_ . . I I . . . . . . . . . . O . . .. . . . . . . . . . . . � � . � � .. � . . I . . . . . . .. . � . . . . . . , .. . .. .. � . . . . . . . . � . . . . .. .. . � . �I �. i . . .. I . -- --- . . .; . . . . . . . . . . � . . . . . . . � . . . . � ---- I � , 0 ,� � - - - -- , � � : �- a � � � o ol I � � . _ � � . . . . . . I . . L—_ L_— . . . . . . . . . . , . I . - I I � . . . . . I . . . . . � . � � . . . . . . . . . . . . . . . ❑ . . . . � . . . . . . . . . .. .. . . . . . . . I �i � . . . . . . � . . . I � . . . . . . . . . . .����. . . � � .. . . . � . . . . . � r7�� � .r � . �I I' r � ��. �� . . . . � . � . . � . . . � . I � .� � . . .. . . � . � . � � . . � � � . . . . � .. . . . . ����� ° . .. __.___-_ . � .. . I � � � . I I �. . � �' > . . . . . . . . . � � . � I � . . . \ . � .. . . . . . .. -� }- . .. � . . . . . : I � � �'lJ . � � . � �. � �_„ . i .. . � � . � � . � . � � . . . . . . � i i . � . . . . . . � � . � . � � . . � . . . — ..i� .. . . . . . . . . ... . �.� . o � .. . i i. . . . . . . . . . . . I I . . . � . . . . . . � . � � . . . . � . . . . . I I � I I I I . I I i �i . . . . . . . . � . . . . I . . . . . . . . . � . . � � � .. , , � ; � , � � , M — -- — - — . , , � � � z . . . . . . � . 1- -4 Ir l' t_ �I 't' '� � �' . .. � o o . � i i . . . . . . . . � �. r rt � . . . . . . . . . . . I . . . . . . � . . ���O �� � � i i �-y-' i - � i i i `-r-� � � � � i i C� � I I � — � � Q � , � � � � Q ; � � � ---------------, � ?- i . . � i i i i i i i . i i � -_ i � 'Q . . .. . . . . . . � 1 . .. . a O; e: . � I e . I I � e � . . . . . . � . . . .�. . � � . . i . . . . . I. i � . . � .. .. , � . . � . . r . . . . � .. . , I . � o � . �I i I . �� � . . . . . .. . I . � . . . L � . . . � .. . . . . � � . . . �� . . L , � � � Q � � � , � , � � ° � , � � � �----- -� .ft . . � . .. . . . . i . . , o o . �,-�� �.� . � �o . �� � . . . �I I oll . . � . .. ii . � � � � . . � � .� 1 I � � � � . . . I � � . � �. � . . � . v � . � . . . . . � .. . � . . . . . . . . �' ♦ . . �`�� . ii I . . . . . \. . . . � . . . . . � . � ._� . . . � .. . . � . .. . � . .. � . . � � � . ... . . . . . . p . � . . . . I 1 . � . . .. . . . . . � � � Z . _ . . . . . . . . . .. / . \ . . . . . . . . . . \ . . . . . _ . . . . . . . . . . . . . I � , . . . . .. . � . . . . . . . . . I I . � . . . . . . . . . 1 . . � . � . . . . I . . . . . . . , . . . . . .. I . . . . . . . . . . . . . . . . \ . . . � .. . . . . . . .. � . ❑ . . . . .� u- . . . . . . . . . . . . . . .��� � . . OFFSET 1��45 LfNE �R UNI� , , -----------------------------------------------=------- ---------- �J � : � , , � . , . , � � ,__. ,. � � � , � \ v�to +���-r ow. . � : �L� R �3E' � 1�-� z 0 0 0 � ; � �, � Q � o � � � � , ----�------, � � ; � �, _ c� ❑ � � � o ------ � � o � ,,; � , , � � � � , , , ; , � � I � . -------- o o � . 0 o Do 00 00 0 0 0 0 � , a � � � o , \ , ---- o o z -� ,� � . , � , � w �� � �� , � � � � � _ � � w ` 1 M �----u � � z --------------- o � � _ _ � , , �o �o � � � � � � O , , o � � . Q , , , --- ., ------� ---- ---�❑ i � Z W ` � -- ------- i i i i i i I i �jj cQ � � � � � i � i i \ i � LU \ � � � � i i � .� � W � . i i --- .i = I- i -- - __ o ------ -�� � ------- ` O � i ,/� � ` � 1- , i � � �� �---a`�, .\ O � 7-, 7-, i � ❑ � O O � W ,� � � � � � � „ � � � � � � � . . � . . . , . .. .. . .. � . � . . .. ... . . .. . � . . I � L --- � . � � . . . . � . . � . . . . \ . . . � . .. . . . f� . . � . �'��. � O O �__� _�� \\ � . � � 'Q 0 � . , f- � � . , � W , Q , � _ ; _.1 � . . ------ � . � . l'� ' � � , , — � D � a � � � � � , `� �. I (N � oUT ,4S � � � , , -� , �. E X I T BU L D C� R � C� ' -------- o � � � , � I , � � � , ,_,----' I � � L1N� UNDERCzi�OUND. ' ,, o � � � , ,� - � w �- � � ' ------------ ------------ =—'--- � w tY , fi �:--_, ' < z w '', Ti��N�'v-�Tf ON Fi�OM l`�I�T,4LL IC \I , ___ Isaued For - � R � � . ,- � � � ;� � . - __ , i� a PfPfNC� T0 UND�RG�fizOU : �. -�---------+- � __, � : a � � �, �, _� z o v � , � No. Date Comment �,! � � � � . � � W � , i i � • • � . � , � � � .45TIC f INCz. , . �'L P P fi`� � �-----------� . , � � t� �: -- �, ,� , , ; i I O � , ,, 1 2/i'i/Im PERMIT w « o b \ �.--- , � i ; �� \ �. _ MECa-1ANIGAl� SPECIFIG,4TIONS. � __ - --� � _ � , , , t� � --___ � � � 1 2 3/26/lm PERM17 +- � � _ �i � � , � p , , � w . . � � . .. . . . .. O .. . , �\\� _� � ❑� .. . . . .. . � � � . l � . . . `, �� . . . . . . � . .. ��� ����������� ��������� .. . . . . . � . � � . . . � . � � . . � . . . / � � . O 0 � � �i , � ;; /-" �\ R�SUBM ItTA�. 1 � � -- � , � o . ---,_.. � � � ' _:t __ � � , -�--_ � � -_ o , , ,,i Q a __ o 0 0 , } z --_ ' _ __ o , _ , _ -----_ � � � , .� � . . . . . . �� � � . . . L_______________________________ _____ �.� . . . . / � . .. . � ...: � . . . .. . . . . . . . . . . . . . . � — � . . � . . . . . ..� .� O ... .. . . . . . . . ... . . . � . \ . � /.�. . � . . . . . . .� ��.: . � . . . . . . . � . . . . . . . .. . . �' � . . . . . . . . . . . � . � � �. . . . .. \ . � \ . . . ./ .. . . . . . .. . . .. OF 1 1"IP��kP.-C�z4.S P I�'�NC� TO Tfi�',4N.5�T I ON , `-----------� OL �- �4LONC� SOUT�4 S I D� __ � , , �, �,, . � ;-- � _, � , , � , � � , . �- i � i � ' � , � � Ol"� UN C� �l� AST f C f INC� , , , , BUILDINC�, ROUT� Pf�'INC� R D�i� R 1�-�'"J�_ P i� __ � . ,,- , � , �,; , . . �- '� � ,, , � , ,, ,i , ; Q TO A OV C-� ,4 M T,4 IC� NC� , � , �,, � , . , t� UND�RC�i�OUND. CxAB i�IPINC� 8 E R DE � �� i�l-�?1.__ , � , , � . . —__ � , � , �_ � / ; z �- i i —__ , � , . (L ' � B 1 M C� SDR 11 TO B� i�OUT�D U�' �XT��'IOiz COLUMN --_ � , , � . w L � fi� , -- �, , � , ,� � � � o � ----�_ �. � I � ,� , _ u POL�'EtN�'L�N� G-�AS i�IPINC�. S�I�,4TN�D fN ,4 COi��'�R - . , , , , -__, , , � , , t� _ , , � , , / -_ . � , , , � � ; OUJNSi�OUT. COORD IN,4T� �X,4GT --__ , , , - , , � , , - d = -�-_ . , � , , fi- . , �.% . � --_ __ � � � . , : � L C,4tION O� UND�RC-�ROUND PIPINC� . , �--� `. i ' `� / � ` ` Z . . . . . � . . � . . . . . . . . . . . . '�-�__ . . . . . I . .. . . . . . � �. .�. . . . . . . � . . . . . . . . . � . . � . . . . . . .. � � � � . . . . � � � . � . � � � � � � � � � . "'-�._� � � � . . ��.. i�� ... �� . � . . � . . � � . � . . 00 0 � �IELD. �P° __ , , .- . . � o o° � �--- �-------- -------- . . � c� / , --._ - � � � . � U _ _ �,i� '� �,u� � �,u�. ,u,� � � - � O , 0 ---__ O � p ---_ U O � -- - z O � � � _ Q O � W 0 0 , . . � � , . � _ 00 ; o o �Q� , o � . . � � c4 0 _ . . - - - - - - � S T ,4N - w - - - - - - - - o f E i�L ` , � � � , N - - - - - - - - - , , � • �� � , U �'� � � �. � � � �: � - - -�- - - - - - -�- � , � � ��s ���� Rour�u� W � z _==____- � ii n 1 �C� � C� �� � N ', �, _ �,_ _ D _ _ _ _ 1 DCUJ —♦—� v� ' N � —�1— ' - — — — — — — — — — — — — � , � ' � I �� �� ; �� � r � 1 1�NW 1 DUJN 1 D�-IUJ u.� , _ - — _ _ — — _ _ _ - — — — - — — — — — — — — — — — — - — — — � � � ` ♦ f �� , � ^ � , � ' a � ^ �� � � I � � 1 GOLD W,4TER � — — - �� � (� - 1 HOl' W�4T C� p ISTRIBU710N ER I �r 1-t-1 I � � �n SUi�PL'�' FROM . }– . %-� I �� �3UI�DfNCx t1C ._ ; i NOt UJAT � �R O � � � _ - - ,� I D fStRIBUTION T– , Cn U ( - � , . � � � �' � � � � � ., (L� � � ,� � w � � U } � X u.t ` '� Z � _ Q Q '� � � _ _ _ WH 1 U1,4tER HE.47ER � � � _ _ „_, � , ^ ^ z , � I w ouT I F v,4 v � � R E REL E L E � w w � ^ I — _ � � ( 70 NUB REGEPTOR ua � � � U � Wf7H ,41R C�,4P � � r– � Q (`� F a Q H07 W�4TER RECIRG. 61 I p � _ _ !Q r � � � I �ROM �URtHESt �IXtURE � X � Q� � I � z 0 �.i� �4 0 b- - I � � � � N I ,,ti,,,,,, , � � I � � :� � Q � ' I , �: � o.. : ; �� Il--- 3, - r— �. DCUJ � z , � — — — - � 6� w ,: � ` � �-- ` , I �� _ _ , 3/ � p�� — — — — — — — — — , � � -� Sed l � R� � G� - S �- , ,., �, PP' -, _ � ` 3 II � . � � i DCI,U � � �. R , I � � �� •,� O � U '�' ,fi _ U � �. F = � . , ,�, --►--�5 : +- , NOT�S I I c,. �• _ I I Q . . ,, I (� Q Q 3i B�,TN 1 I _ + ; � � l�a-4W _ _ _ _ a �12 , I _ - . , — — i I N • .n o . . . . . � . .. . . . . . . .. . . . . . � . . N . . �� (V . . . . . �-• . . . . . . . . . . .. .. . . � . . . . . . . . I . . . . . . . :.� ,. ♦� . . . . . . . . . . . . . . N . . . ... . . . V e. . . .. . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . ��� � � . � �.• � . . . . . . . .. . . . ��� �.� � ���� L �X�4CT OGAT I ON OF OM ST f G UJ�4T SU 1' NOT � _ l � L D E �i� Pi�L � , � , I •, � ,., �n J., .-- � KNOI.U. GONTi�ACTO�' TC; LOC�4T� � fi�OUTE TO'�4TT f G TO ..• - ��tv 1��►- - I SUfi�Pl�`�' 1.�1�4T�i� �-IE,4T�i�. � � . `� � �; CLOT��S U1�51-�E�: 8�4T4-I 2 w � z v 2. GONI�I CT I ON TO �INC� �f XTU � Nc�T 8�4C�lUN �N _ — _ � � �� R� � r a Q � I � p +- : _ SCN�MATIC. �'EF�i� 7C� a����' 1`�i.� �IXTUi�� U � � . _ _ I `� _ � - � z _ �r I F � GONNECTION SGN�DI�L� �Qi� i��Ql�Ifi��I� GON1�l�GTION Q Ll _ �, m o vY � _ ,- _ _ � SIZ�S TO INDIUII�U�L �iXTUfi���. ' � � � � .. � . � . . . . . . � . . � . . � . . � . . . . . . . . . . . . . . . . . � .. . . . . . . . . � . . . N .. . . . . . . . . . . � . . . . . � � u . . . � �" � . .� . :. � � � . � � . . . � . � . , . .. � . . � . ... . � . � � . . . . .. � � � . . . . . � . � � . . � . � � . � . . . � � � . . . . . . . . �� . � . ... . .. . . . . . . . . � � � � � . .. . . . . . . . m _ � � � � Ll 3. DOM�StIG UJ�T�R DISTfi�fBL��"ION �'IPING� N�4S B�EN O O I �- � SIZ�D �4CC0�'DINC� TO 1'N� 2��9 fNT�fi�N,4TION�4L � � U I � � i='L MRfNC� CODE ,4Pi�END IX � TAB�E �2�1.L �EC�4U5� � , , � 0 I w 3 �� 3 �� PizESSUi�E R�4NC�� I� UNKNOUJN TN� uJOfizST Gl�S� m %� . DGUJ � i� DGIU , r� � � — — — y---�- --►-�, SC�N,�4Rf O UJAS �455UM�1� AND TI�� TA�3�E �OR TN� z W � V � M,a,ST ,4TN 3 �� � �� OUJ - o � �R � � � �' D�R LOUJ�ST fi R�SSUR� R,4NC�� C3� 39 PSI� 1.U,45 US�D. � � DNUJ 2 D�-1UJ _ _ -1. _ _ A � � � Q a 0 `� a! KITCN�N t� - nc `� � M � o W � � � O _ � � _ o M O m z �01���� f C l�J���� � f � f 1�� ����1�,�� I C � .� � NO SG� � � � LE O � `� � o � � � � z A � _ U � � � �. � � Z � 0 � o � � _ � o = � �, � u.. � � � z � W4 z � _ � � � � z � W � W _ W � _ � � - _ o W _ � � � � �. W _ � � � - � � � � : � � z $ f saued For _ W , t7 � - z O � No. Date Comment u.l R� � i 2/i'1/1m MIT w fL ; PER = p� ; 2 3/26/10 PERMIt F- ,� w _ ,� � z R�SUBMIttA�. l ' � Itl 0 � . a a > z 0 � � �-- a _ � � _ � � z � Wa �-- 0 � - u ar_ - 3 � d � � � O Z = O � � � � O z U 4 u.t ._t = � � ' 1'1 C��Nf G�4 w E _ L _ . � � w u SGN�M,4T I GS �! z _ - +- � . : � � � o � z � � ac ,,.. u�' , � w N � z Z cn — Ot�.� � _ z tL t– � W 'Q X (� �' U.( W - W , 0 Q U Pro ect No. Sca le: z J _ �! � 9�"11.@m N.�4. o � � � �' 0 ze Drawn B : Checked 8 = Z (X � y � �,,, Q � � TU1 J w +- E Diz ,� z = w — : � � � — z�7 z QC . - w d �- = tL Ai w U p' �� w U 3 .0 0 4 � z � � �o , - ! i - °- � N � ,�«� ,, N < � , � '� WATER t ,41R 71CsHT UN�IN�D l� � � - ST,4INLESS 6TEEL OR A�UMfNUM UNLINED SUPPLI' � TNIS PORTION O� � r UGt S GTION �O HUMI I�I�R DUG1' U11TN S7EAM N i � DUGTWORK SH,4�L BE D � R D I , LOU1/�R � SCR�EN �'"' ^ ALUMINUM OR COPP�R. INGLUDE DRAIN POINT TI�D � DIStRIBUtOR 7L{E3E ,� � �.j� & W.4LL Cl -- SEL,4NT INtO LOW POfNT. � � "�' � SLOPE StE�4M NOSE V1 tX� OU � � veR I U-1 „ l � AGK TO NUMfDI�IER WEEPNOLES 24 , t-- , , FAN C15 MIN S�OPE) C� � �.,� , � � , .— _ � � 0 6� �ROUt - -- - - - - - - - - - � _--�... cr�.� a- SOX SNA�.L - -- - — — - - - - � _ � U I I � � BE O� lU�4TER- 20 Cx,4. , . �1�1� 1� l�f�i` ���OUJ PROO� �L.ASNfNCa ( : � , I �.7 � � : G�NSTi�UGTION. ( ' �-^� I ' +�,�' , RETURN SHEET MEtAL l.tC� ��� UND WAL OX � p p � J-/� !— � „ (L� �R � � B � ;� �- W EX7END 2 BEYOND F�4GE �� �` � 2-i/2 STE�4M DISTRIBUTION X w OF WALL TO DRIP LIP. I C��������� � � � � ? tu � � � � BE (-- --- -- -- -- - - -- - - - -- - ; � _ �� � � 12 MIN � Z m -�- � � � w S NA CxMNt �� � E� � L R E � 2 � � _ WAL� STEAM HLiMIDI�IER � #� - w � � WALL ,_ � , 1° � � � _� :� _ � � � .,�» F , DUGT LIN�R SNOWN D.4SHED. � � � 0 PROVIDE PER SP�CI�ICATIONS. ( �",� � T— QL o � X t�. ( 15 SLOPE MIN 6� � ` ' � z � 1..[� 1� � 1� �l�' I � o � � ��� � �- - i � � �. � , , NO SGA�E ct) Q ,�s,,� , � � � � � � 0 � �1�1� f �� � ��� IOI� � , ttt � � �..�. � l�„J,�� � f��� �1����G 1��� �01�11� C� f �l�l �- � �� � � � � � � ,--- _ Z � f�f � O� �--I�1�,�1�I� �fi� � � � �� ��� C �� � m �� � ��� 1��� � � � � � � U��� �,�� - � �� � � � r�o sc��� � 0 � � NO SC�L� Seal � i-- � ' � � �� e� p �Oi� TN f CKNESS . � > ,, r , �" . . . c� � , o. ., , �4 . 9 +- NOT�, fi�IN SP,4CINC� MUST UUGT INSU �4tfON F „ . _ L R� Efi� UUCT L IN��' . , t� Q. F��`. � ,4(iz�LOUJ . � �{. ,cs . � . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . q �. .�. . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . : Y . GONFOi�M TO L IN�fi` M�"i� S t0 SP�GS . . . .. . . . . . . . . . . . . . . � . . . � � . � . . . . . .. . . .. �� . � � � . . . � . . . . . . .. . . . .. . Y � � . p .�. �.. Q .�.�. � . � . . . � � . . . .. .. .,. . . . . . . . . . . . . � . . . . . . . . . . � � . . . . . . . � . .. . . . . . . . . . . ..., � . . ..9 �. . . . :�. ''. UC (� . W GizIT�Rf,4 FO� D T L �fi� � � e � . �f . � � r',�A �. T�r' N 1r' OC I T�'' � P� �4 D EL 4� / . . . .. � . .. . . . . . . . . . . . . . . . . . . . . . . . . • Yv w .. .. . . . . . . . . . . . . . . . . � . .. .' . .. . . . . . . . . . . . . . . . .. � . • � O� �. . . . . . - .. . . . .. . . . . . . . .. � � . . , . . . . . . . . . . . ��.ws ,, . . . ... . . , . . . . . � . . . . .. . . � . � . . � . . . . . . . .. ... . . . � ..��. � �� . �. Si�E�(FI�D. I1�lCLUD� M�7R � ' �a,- , � fNSTALLr4TION Gi�It�Rl�4 fN �� � � 3 l'3 � �� u.t /i // „ / / z ; SUE3MfTT�4L D�T�4. M,�x �2 _ _ , � Q � , tYP � ; n _ ct) , � � ;, � Z ; 3 �� tQ O . � � , � C f S C T1' ) - u , � P i� � � , . � � � � , UGT Q I� o 0 , � , � M�45tIG � M�T�4L 1�tOSINC� � p-- JOINTS TO � �� Q - t� GUT INSU AT I QN fi°INS CT�'F') M,�x �2 L : � �T� � OVI � _ o Tl' I PR 1�� i� W [(1 � TO O SPOT UJE�D�D TO PR P�i� ; �� NOT MOR� TN�4N _ : r� - Q 3 V,4POiz TIC�I�T NOTE PROVIDE M�T�4L NOSfNC� �T y� � w � �uctuJOfi�K „ L�N�rtN �Co z V 3 F OM G� u � �p � N S OF A IN UCT. N' �I S�,4L- LE,4D I C� �DCxE LL L �� D o � �� ,4YO I D i i u t� O� I Q � N�i� �4 S M,4'r' l�S f N f U OF COM SS I ON z B i� RE ED L � A � 0 �'RE 0 � CN�4NN . �4tt�4CN 81' izIVETS �! � EL , � �' ININC� � S �G� OF fNSUL�4T(ON. �- L i�� �i� i� L— SGR�UJS Oi� UJ�LDS. � ��L ENDS OF L IN�R M � o � -ro -r �-r u�� � �� �� �� w �- � m 1��� �J � I1�� 1��� � f 1��� �1�� ��l� o _ ����s�V�. � � �'i� � � _ �- M m 0 �°�' f �� 1��� 11�1 ��� ��� fG z � � � 1� �� � O � .� �G��1�,�� I C ����1�,4�C f G _ � � � , NO SGALE � I�-� Q � NaT To Sc,4L� � O NOT TO SCAL� � � � � Q � � t-- �� z � .� _ � ��.. � . } � � z � � � do � � _ ; �` o = � � �-- _ ,� � - c� - z � ' u, Q w z � — (L � Z U.t . � itl � � W ,' W � = i— , � ! 111 � � � 4N lt1 i-- � _ - , l� � i � � � , W � W Q� Z W Isaued For _ � � l7 O � No. Date Comment z '� W QC q i 211'1/10 PERMIT w � �. � _ - QL 2' 3/26/10 i�ERMIT , r- w � � ._ }- _ RESUBMIttA� 1 � - , m O , _ � � Q z } , d O �-- � _ ; a � a. _ d � z � w a � O` t- _ V � � , � d �-- � �. z ' O = O ' +- � � � O z U , Q w � � � � w 1`1�CN�4N I G,�L , � � c.� CS w SG�EM�T I � z , : = w , +- . �n � F z , � — 0 _ QC QL � W , t� � w � � z z � � O _ z � � w d � _ Xpr, } u.t w ut . n Pro ect No. Sca le: au J ? � � - N.A. o . 9ID�f 1.�D � m � za o - Drawn B : Ghecked B : 0 y � z (K N �4 u.t � � �TUJ JDi� W - �nz = w — �7 � � � — zZ � w � 4 �- - = p_ - (Y ' UO �; w .: u l�/I . 1 3 0 � . Z � � �o ; V � _ • • • � N Mechan�cal S ecifications Se uence of 0 eratlon ~��., � � _ a � � N A � � . . . . . . . � �- General 28.'All existm su ort rods and stra s now su ortm ducts i es air tubm electrical uu � PP P PP g �P P � g� L Remote Access & DDC Controls , N � _ . . . . . . . � i th t r r m ed to allow room for mstallation of new e ui ment shall be � .- condu t, etc. a a e e ov q p t 1 t m DDC ntr l s stem. Provide ush button . . . , , 53. All ductwork shall be sealed airti h�wl h duct mastic. Duct tape is not allowed. a. Entire HVAC s stem shall be control ed b cus o co o y p �, `Q �..(� . . g Y Y p 1. Immediatel noti the en ineer of an discre ancies. . . . , j� ._ Y fY g Y P relocated and reinstalled, or replaced if damaged. « _ » « _ » �4' » � b- control at en with Check m Check Out & Fan modes.All controls to match existm �Y , � g ,,�� cfJ � � � . . . . . . . � 1 n m 1 h 11 sumed that all subcontractors are ex enenced and thorou hl 4 All r rn hall e te Pannm of a itie oi t a et i not llo e co ntro s i U t 30 . � 2. It s a be as P g Y , 5 . etu s s b duc d. g stud c v s,� s b ys, c. s a w d. . . . . . . . {- , -� . . . , , , . _ p� _ _ _ 1 for t oints & 29.Ca all demohshed and abandoned duct take offs at trunk duct. b, Check m. Unrt ls occu ied and all s stems are achvated. See details be ow se p knowledgeable m their respective areas of the construction mdustry and shall perform m P P Y � - . , , _ . o eration of s stems. � � � a res onsible manner m an a ro nate construction se uence. P Y � i- P PP P q . . - . . . (n U 55. Sea1 all ductwork omts and va or barrier enetrations at all extenor walls. . • • � • . J P P _ _ - . c. Check out. Umt is un occu ied and tem eratures shall be set back for ener v conservation: See 6� P P g� � � . .' , . , . . , 30.Extend and modi existin fire rotection s stems to new and remodeled areas. . . . e_, fY g p Y _ � � 3. Do not scale drawm s. Ven dimensions in field rior to commencement of work. details below for set omts & o eration of s stems. � g fY P P P Y . � •' • • . . , _ Q ' „ t� 56. Ducts and i m enetratm throu h roof shall have roof flashm wrth caulk e d. Fan. Overnde for ERV L . . '. . _ pP gP g g g � � . . � u.� he t r fr m n ho r n 1 . • � , 4. It is the intent of these drawin s and s ecifications to establish a standard of uali . The 31.New hot and cold water branc s o be outed o earest t wate a d co d water of x g P q tY counter flashm sleeve or b method acce table b roofin manufacturer. Installahon u-� . . . . . . . . g Y P Y g . '!�' � ? _ � in r r th ri ht to take exce tions to a rove methods and material not lme size e ual to ar eater than new branch ical. Refer to sheet M3.0/A for re uired eng ee eserves e g P PP S q �' � q shall be waterti ht. 2. Thermostats � . . . g � � � reflected herem. domestic hot and cold water branch sizes. ' , _, � z a. ace tem eratures shall be sensed vla remote wall mounted tem erature sensors. Sensors to � SP P P `� u� . . . , � � . . . w . w . . . . match existin sensors in Umt 301. � � g � 57.Provide backdraft dam ers at an and all ductwork enetrations throu h extenor wall = 5. Failure to order or release order for matenals andJor e ui ment will not be acce ted as a . P Y P g . . . . � � , q P P . �� „ � � ' � . . . . . Insulat�on • b, See Sensor Schedule Sheet Ml.l to determine which stats erform which funct�ons. exce t outside air and condenser exhaust . P � � .--_ reason to subshtute alternate matenals, equipment, or installation methods. � P ) ,,,,�,,, � F c. Thermostat controls shall be auto chan eover and ro ammable a roved b Owner. 6� 1 g P �' , PP Y � � � � � . . . . . . . . . . . ,� � x m rkm nlilce mann r to th f i n f th r hi • • • • • ' . • � 6. Work shall be erformed a wo a e e sahs act o o e a c tect& 32.Insulate all new domestic h t domestic cold nd domestic hot water recirculation wrth 6� p > > 58.Zone dam ers shall be ower closed to allow for fresh air distnbution while the umt is • � • . . . » • » • P P _ z � . 3. WH 1 Electric Water Heater � �..t) the en meer. Armaflex i e msulation 1 t a and /z thick on runouts. � O g P P � not o eratm . . . . . _ P g 1 o mamtain tank "� �n a. Electr�c water heater shall be controlled b mte al a uastat and contro s t �Q. Y �' q ,,�, � � • cfJ - . . . . . ,;,�,,,,� I 7. Labor matenals and e ui ment shall conform to the latest a hcable editions of local tem erature of 130 F ad . � , � � q P PP � . . . . . . . P � J) � l . . . . . . : . . . . . . . --� � 33.Insulation for all types of pipmg shall be carr�ed full size through pipe hangers or pipes r t t _ � � � State of Colorado, and National Codes and ordinances. If conflict between those . . , 59.P ovide turning vanes m all mi ered rec angular elbows. b, Recirculation um P 1 shall circulate based on mte al a uastat & tuner control to maintain , W . . , . P P _ �' q shall be su orted wrth vibration clam s. . t��» � li atton exi t the most stnn ent re uirement shall a 1 . pp p �- pub c s s s, g q PP Y mstant hot water at all fixtures. Q- ` t,t'� 1- ` ' � . . . . . . Z « » . . _ W I . i h m m hall hav at r heater &recirculation um ener ized. Unoccu ied � � - c Occup ed C eck ode s e w e p P g P • • � • 60.Provide volume dam ers at all accessible round duct take-offs. �- ' . • • „ • P . . �., 8. Provide record drawmgs to architect. Drawmgs shall mclude all addendum items, « _ » � 34.Internally hne all new ductwork(unless noted otherwise)with 1/2 thick, 2 lb/cu. Ft, Check out mode shall have water heater & reclrculation um turned off. , ' P p � _ _ in . . . . . O ._.. change orders, alterations,re rout gs, etc. .,�'�. U.L.rated, lass fiber insulat�on with a continuous va or barrier. Se @•�'. � .. . � , � p . . . . . . •.� � �. W i� . . �4 •9 �- 61.Make all final connections to su 1 GRD s with acoustic flexible duct. Mimmum len th •�, (? . _ , pp Y g ,t� � : 4. Electric Baseboard Heaters , . Ll ."�' , 9. The drawin s show the mtent of the mechamcal s stems but do not show`all details . . ° •� O g Y shall be 4 feet. Maximum len h shall be 8 feet. Cs+ � . . . . � , , . . . . . . �, n f n 11 m nt t m ra e en r the baseboard shall be ener ized. � � 35.Externall wra all unlmed ductwork with 1 thick msulation with a contmuous va or a. Upo a call or heati g from wa ou ed e pe tur s so , g , re uired. It is the res onsibility of the contractors to instail complete & operable Y P P . . , . : $' �29 . � q p , « » « ,, , . ,. , , . . - f OF ad Unoccu ied Check-out . 3 b rr� r Occu ied Check in mode shall have a space temperature o 7 ( �). p s stems which conform to the manufacturers mstallations mstructions &mdus a e . P ,p. y , m� . . . . . . . . G . �. . . _ . . n � 62.All ductwork or surfaces which are visible behmd a lle re ister or diffuser shall be mode shall have a set back s ace tem erature of 60F ad . . standards. � , g � P P � J) � ..- , w . � . . , , p ainted flat black. „ � 1 2 thi k 2 l n i 1 fi r hn r- n , , , . . . ' 36.Insulate transfer ducts with / c , b. de s ass be duct e Owe s n'g : 10. S stems shall be tested for ro er o eration. If tests show work is defechve contractor . . 5. Eleetrie Radiant Floor �. y P P P , „ ,� � , . Cornin Aeroflex or e uivalent. � q . _ „ h 11 mak rr ti n neces a at no co t to owner. mm 1 h rm at hall le the electric mat to mamta�n s a e co ec o s s ry s • • a. Upon a call for floor heating, progra ab e t e ost s cyc , 63.All d er vents and bathroom exhaust ducts from fan/li ht fixtures shall be 4 alvamzed �' g g • � . _ � floor tem erature set omt. W round unless noted otherwise . p P z . ' . . . . � ) - _ � � . . . . . . . . . . . � � 11. It is the contractors and manufacturers res onsibili to assure themselves that the code 37.Refn erant i m . Insulate suction i e below the roof and all buned i e with P tY g P P g P P P P b, Floor shall be controlled by programmable thermostat provided with the Suntouch electnc mat. Q . . . . . . . . . . . . �, « „ � » . . _ �n a thoritie ill a ro e an roduct to be mstalled on the ro ect. '' � u s w pp v y p p � Armaflex or equivalent tubular closed cell foam msulation /z thick. Slip insulation z _ . Thermostat shall have ca abili to be controlled remotel b DDC s stem. � , . , . . . P tY Y Y Y � . . . . . 0 _ 4. he t metal and fittin s t e ur nt t MA A and ASHRAE stan rds. t(1 6 S e o b sua o S CN da 12 stems shall be rofessionall labeled. Pi m shall be labeled with color coded - « » , 4 . Sy p y p g over pipe before assembly so that there are no length wide seams. Where lengths of g P _ ;, , , . : , . , . . . c. Occu ied Check-m mode shall have floor tem erature set- omt of 75F ad . Unoccu ied � � • � P P P � J) P � commercial ade labels indicatm i in service and flow direction. E ui ment um s er use facto recommended adhesive. �, - U , �' �P P g q P ,p P insulation are butted togeth , rY « - . . , Check-out mode shall have floors off. � � and valves shall be labeled with en aved lastic or metal ta s and an e ui ment/valve . . • • � � �- �' P g q P 0 . . 5.Contractor to coordmate exact location of iles and re isters before mstallation. • 6 � � O O schedule shall be rovided and mounted on the mechamcal room wall. E ui ment labels . P q P • • � � . . P� �n 6. S ace Coohn _P�. P � tL shall follow the same nomenclature as the mechanical drawm s. �- � . : . . „ . „ . _ �. 1 a. U on a call for coolm fan and condensm umt shall start. Occu ied Check in mode shal have _ 66.Seal off all ducts durin construction. p g� g p � g . . . . �T� � ' 1 �� �� O . . . . . . . . . - - t m de shall have a t F a nocc ied Check ou o � , coolm s ace tem erature se omt of 72 d . . U u . , . . P � J ) P 1�1 38.Domestic Hot Cold&Recirculation i m mside buildm e M co er water tube g p p m 13. Mechamcal contractor to make final connections to lcitchen e ui ment. � P P g g tYP PP � • • T� L1 q P . � _ �ry s ace tem erature set omt of 80F ad . . w P P � ) 1 . . . . P J wrou ht co er fittin s and no ead solder. V z g PP g . . . . . U 67.Fire dam ers shall be either T e B or T e C de endm on duct desi n and field M� : p y p n' p g g b, Z o n m - F C-1 l s z o n e d t o r o v i d e f o u r z o n e s o f c o o l i n . P r o v i d e 4 z o n e d a m e r s, l b a s s o � . . , . . . g P g � ) P � ) Yl� � . . . . . . . . . . (1 n it n T A n t t t tri tm rfl �T� co d io s. e s o acce able due o res c ai ow. � YP P g _ N 14 ordinate archrtectural structural electrical 'fire rotection and intenor desi n 11 z n r . Co , , , p , gn damper and zonmg controls. Multi position bypass damper shall be closed whe a o es a e O . . . . . . !„"""� O ; ' . . . . . . . 39.Waste &Vent i m mside buildm : . . . � drawm s w�th mechanical drawm s nor to �nstallat�on. P p g g callm o en 100% when onl zone A is callm and 50% o en when zone A and an other zone ls � � g g p g� P Y �� P Y (� Controls • n% callmg. � � . M o . . � _ . . . . . . . . . . W m n i alwa s o en for ERV 1 fresh a�r Waste lmes Standard wei ht C.I. soil i e and fittm s or hubless C.L soil i e and c. Zone dam ers shall be ower closed so that at m�ntmu o e s }- 15. Offset i m , ductwork, etc. as necessa to accommodate structure,beams, columns, g � p p � g � � p p p p y p P P g rY . . . . . . . . i-- [Q . . . ,, o _ fittm s. U throu h 2-1/2 ma be standard wei hf alvamzed steel i e with black • and existm e ui ment. g P g Y g � g P P � �_ �� distribution. � �- g q p , . 68.Mount all sensors 5 0 above finished flaor. M O C.I. drama e fittm s. t � / al g g � z O . . � El i n m ltin - �- . . 7. ectr c S ow e � g . . . , � �[ 16. Contractor must carefull ven electrical service volta e and hase available before • . • • • Y fY g P . . . . . . . 69.Thermostats &remote temperature sensors shall not be installed above heat emitting . . a. Provide Suntouch automatic snowmeltln control with a slab mstalled snow/ice sensor. Vent hnes - Standard wei ht C.I. soil i e and fittm s or standard wei ht alvanazed . . . . g � ordenn an e ui ment. g � P p � g , g � g � � g Y q P . . . . . : . e ui ment mcludm wall mounted touch screen controls. Do not mount on extenar • • �� q p � g O � � . , b, Control shall c cle the electric mat to kee snow/ice sensor & deck clear. steel i e with 150 lb alvamzed malleable iron fittin s for lmes 2 and over. For lines Y P �� r � i- pp � g g , , z walls or above/below forced air su 1 re isters. . . � - . �� �� �� �� �� pP Y g _ _ A 1-1/2 and less black C.I. 1251b SWP fittm s. c. Occu ied Check in mode shall have snowmelt controls achvated. Unoccu ied Check out V u- � , , � g p p . � Sho Drawin s .. P � hall ha n m lt controls deactivated.' mode s ve s ow e � � z . , , p . . . . . 70.All thermostats shall have a tem erature ran e suitable for the a lication and have O �4 � � P g PP _ • . . , . � T `r h rfi m n 1 4 Dram Pan i m Not Buried. e M co e wrou t co e tt s and o ead 0. F _ � PP � P p g YP PP g g . . . , . , . 1 in Th hrm hll 1 i 1 m r r m n ad ustab e set o ts. e t e ostats s a be ab e ta d s a te e atu e se o t a d 8. Eghaust Fans J l� P Y P � � � _ 17. Submit entire HVAC and plumbmg shop drawing subriuttal data at one time. Submittal solder. -Buried: T e L co er wrou ht co er fittin s and no lead solder. � O , , . . Yl� PP � g PP � � • • � , p% i--- � room tem erature. All thermostats shall be a roved b the owner. _ to be bound in three-rin binders indexed m a neat and orderl manner. Partial p pp Y a, EF 1 laund exhaust fan shall be controlled by a 6 hour tlmer switch. �. � , Y rY , . . . . . . . ; . . . � . O[. - t 1 ed m A/V b. EF 2 A!V exhaust fan shall be controlled b a coolm thermostat set at 85F ad ms a 1 submittals will not be acce ted. Submittals shall mclude,but not belirnrted to. � y g ( J) z P . . • . � tu , . . , , , , � as Pi in - above ade - Schedule 40 black steel i e 1501b.malleable iron screwed . . . . . . w 41.G , e ui ment fixtures msulation, diffusers, um s, fans, i in , valves,boilers, furnaces, P g �' P P closet. � q P, � � P P P P g . . . . . . . 71.Smoke detectors shall be mstalled m return air s stems with a desi ca aci eater z Y � P tY�' _ . CS bi e ce t i o e o . . (L fittin s on above round i e ST i e is rohi t d ex n sh rt 1 n ths f r final g � PP PP P p g and water heaters. � than 2 000 CFM m the return duct or lenum u stream of an filters e�iaust a�r . . � � p P Y � � z w connection to a liances. • � • • � � PP � _ w . ER 1 En r R r V nhlator connections or outdoor air connections. Installation shall com 1 with NFPA 72 and 9 V e eCOVe e � P Y gY Y � , u.t < . . . • • • w � . ' . . . • . ti n of th 2 I n t ti n f m k fan h 11 a tomati all h t c o 06 e 00 MC. U o de ec o o s o e s a u e s r h� h „ Se 6 9 , u a, Umt shall each be controlled b a master control Renewaire PT Percent Timer Cont ol w c o i ith ho ra in mittal 1 4 scale la out a m s of rooms with p y y � � _ � 18. Pr v de w s p d w g sub , � Y �' v'J g �- . . . . • � � o . . . . . _ _ n dow . 1 fr m 1 0 . R commended 42.Gas Pi m under round Under ound as � m shall be a roved ol eth lene shall control ercent of unit o eration er hour ad ustab e o 0 to 0 /o e 0 _ ' mechanical e ui ment, i m and ductwork. La outs shall show locations of p � g �' g P A g PP P Y Y P P p � J ) w � q P P P g Y . . . . . �� �� „ �� . . . . . . . o c� lashc i m . Plastic i e shall be marked Gas and ASTM D 2513 . Under ound startm value Is 30/o. mechamcal systems and shall be coordinated with plumbing, fire'protection, and P P P g P P �' g 4 c� ` . . . . . . �� � , , . . �- . . ua 1 i i m hall e rried a mmlm m de th of 12 elow ade. A ellow in lated • � • • . _ ast c s b bu u b su 1 m lti 1 1 volta e local ush button controls mte ated into the = electrical s stems. E ui ment shall be drawn to scale. P P P g P �' Y b. Units shall a sa be controlled by u p e ow g p gr � Y q P . . . 72.See Sequence of Operation for additional control mformation. . . . . . � roved conductor shall be mstalled ad acent t under und - copper tracer w�re or other app � o gra Home Automation S stem. These eontrols shall a11 be wired in arallel with each other and with . . . . Y P p� � er e tion 4.15.3 of the 2 IF C. ` , . • plastic pipm p s c 40 009 G . . g the PT-L control. See floor lans for fan button locations. Include dela -off feature withm the ' tK i . P Y � � Remodel&DemoLhon ' . , . , w +- Balancmg control s stem so that when the fan button is ushed the fan sta s on for a mmimum set time of 30 w p! Y P � Y . . . . , , , z w , . . . . . . . Isaued For � ected m between on 43.Gas i in connections made outdoors between metallic and lastic i m shall be made minutes ad . Per Renewaire a 150 ohm resistor is re uired to be conn (L . . : PP g P PP g � J) � q �7 . . . . . . . . , , , , , . . , . , , , p 19. Visit site rior to bid and veri the conditions. Include m the bid costs re uired to make z - N �' � q i s ust be balan ed and a belts um s and dnve s stems ad usted as - r s shown on th No. Date Gomment � P only with transrt�on fitt�ngs conformmg w�th ASTM D 2513 Category I or ASTM F 1973. 73.A r flow m c , f n , p p , y � termmal on the ventilator and one of the wires to the other low voltage cont ols a e w (� j . . . . . . , . . . . . . . Q rk me t existm conditions whether indicated ar not. , � wo e g , r ir Balan ontra tor hall ish e uent air balances after acce tance of the _ 1 ' 2/1'1/im PERM17 ' w � equ ed. ce c c s furn subs q p Renewaire PT L winng diagram. �, . . = tK , �� �� . . . � . buildm . _ � 2 3/26/im PERM17 • • g c, Fan mode shall override all ERV 1 controls to ive contmuous o eration until owner turns w ~° 44.Gas Valves -Lubricated lu valve 175 lb. W.O.G. iron screwed or flan ed. g p = , , . . , , . , . P g g RESU�MIttA�. i � ° control off. '� 20.Provide mechamcal demohtion required. Refer to archrtectural demolition drawmgs for al O . . . . . . . . . ; � location and extent of demolition re uired. Visit site nor to bid to determine extent of 9 P . . . �q Ll , . . . , . ialtie . . . . z 45.Co er i e Valves and S ec s. } work mvolved. Provide labor and materials as re uired to maintam andJor restore Pp P P P 10. Humidifieation q � , , , . . . . . . . . . -0 ntm i f i t � tm s stems ` co u o servi ce o e s . a mi i m s ace shali be mamtainted based on an outdoor air tem erature reset curve accordm o� +- tY g Y , Hu d tY P p � � . _ ; , ,� in he m nufacturers recommendat o s. � Gate Valves. Bronze Class 125 200 lb. W.O.G. to t a _ � � . . . . . . d � , . . . . . . b i i ti n hall b i abi nn a call for coolin . . . Hum dif ca o s e d s ed du 21 In a m ch as desi for remodel andlor rehabilrtation re uires that certam assum tions g � �- . s u gn q p Ball Valves. Bronze, Class 125, Z00 lb. W.O.G. z . . . . . . . . . . < . . . o w (L - to u 1 50 of c, Durm a call for humldificatlon FC 1 shall be controlled via inte ra1 VFD drive s /o be made re ardin existm conditions and because some of these assum tions cannot be , g � g PP Y i- p g g g p Check Valves. Bronze Class 125 200 lb. W.O.G. , . . . . . , , . . � U verified without destro in otherwise ade uate or serviceable ortions of the buildin . desl n airflow. All zone dam ers shall be o en. Y g q P g . , . g P P � , , . . • _ � V 1 12 i w. . for 250F rvi e ti ht hut off Balancm a ves. 5 s p se c s , � The en meer cannot assure the owner or the contractor that the rofessional cons ltm g p g g g P u g � _ , . . , . • • • • +- � - - � Illmoi dual u ose balancm /shut off valve Hoffman Sarco or e uivalent. services herem encompass all contmgencies. Field coordmahon dunng construction is s p rp , g , , , q , . , , , O z im erative. ontractors biddm this work must make reasonable allowances for unseen = O P C g . , +-- n iti n co d o s. r nn i che le for i e ize to m i i al fix re � � 46.Refer to Fixtu e Co ect on S du p p s s d v du tu s. p � U z , d . . . . ' . ua � 22.Existin fixtures, mechamcal e ui ment, etc. Bem removed shall be returned to the . . . . _ g q P g 47.Su ort i e with rod and clevis or clamps. No ipe tape allowed. (L �- owner. PP P P P MEGN,4NIC,4L ' w � • S CfFiG,�TIONS � u� � � . . . . fi�� t� z _ � . . . . . . . . 48.The i m matenal shall be cast iron at all i e enetrations of fire rated assembhes. u-� , f 11 i m i m i m nt rk n r P P g P P P r � , 23.Field venfy locations o a ex st g p p g, equ p e , ductwo , etc. a d eport to S�QU�NG� O� � . � z En ineer. � g OP�R,47I ON o . . . . . . . . - �! � _ �- w 49.Dielectric Umons Furnish and mstall a dielectric union at all connections where u.. . --� ua ;; _ . . . . . . . . c� • • � � • • • non ferrous matenal is m contact with ferrous matenal and fluid m not rotected wrth � ? 24 Be res onsible to field veri existm e ui ment or ductwork remamm to be p z � • P �' g q P g . . . . � . . , corrosion mhibrtors. O _ z reconnected to new or existm s stems. Provide ductwork i m controls diffusers � g Y �P P g� > > r- � u� , ` • . � etc. as re u�red to restore contmuit to s stem s . , - � 4 Y Y � ) X AC . . . . . . . . } u.t w tu . 50.Provide plashc grommets on all heating water piping passing through wood�oists and p , , Pro ect No: Sca le: QU studs. J z � 25.All ductwork, diffusers, and equipment shown on this plan are new, except where noted. (X 9�'i l m N.,4. o � • � � � � z0 . . . n - _ Drawn B : Checked B : 0 . . . . .' • • . • 51.Install lumbin clean outs as re uired b a licable codes. y � z tx 26.All new ductwork i m e ui ment etc. is shown with dark lmewei ht. All existm p g q y pp �° - ,P P g� q P � g g �4 tu � . . . , . , . . TUJ J w � � Di� � ductwork i m e ui ment etc. is shown wrth li ht lmewei ht. z = � pP g� q P � g g � W - � � Ductwork � �7 - ZzAC w � R . . . , �[ � _ 27.All removed i m ductwork e ui ment etc. are to be dis osed of b contractor unless 0- PP g� , q P � P Y QL . 1 _. . . U O y t t ise. w no ed o herw z sho n on dra m s are outside sheet metal duct dimensions.' 52.Duct si es w w g � ) J���O u }- Q zq U " �q Q!Q : �` , � -- w Panel A ,2o�zo8�o�a9e A�� ,oaoo�240� Aush Ma��t�n9s GENERAL CONSTRUCTION NOTES ELECTRICAL ABBREVIATIONS ELECTRICAL LEGEND w��� , N cn ' N �, 3 Phase,4 Wire 200A MCB Mains � _A u� � NeMA� Enc�osure Ratin9 �oo^/o Neutra�t�ating AC ABOVE COUWTER LTG UGHTING FLAG NOTE 8 NOTE: ALL SYVITCHES SWAII @E MOUNTED AT ' Paue�soaRO-�niRU Lucs ` No Isolated Q�ound Bar 1. THE ELECTRICAL CONTRAGTOR SHALL VERIFY TFIAT ALL ELECTRICAI. ITEMS TO REMAIN OR BE � I�t.1 � 1"' 4 �escri ion �oad k s c . . RELOC.ATED AND REUSED ARE IN WORKING ORDER PRIOR JO ANY DEMOUTION WORK. IF q� ABOVE FlNI H TF 48 AFF TO TOP OF 80X (U.O.N.) �*•�• N 1 �, pt � w) KR. KT# PH. CKT# BKR. Load(kW) Descript�on S ED FLOOR L LIQUID TIGHT FIEXIBLE CONOUR MECHANICAL. EQUIPMENT SYMBOL - THE EXISTING MATERIAL IS FOUND TO BE INOPERABLE. CONTRACTOR SHALL INFORM THE c/'f � 8 SINGI.E POLE SWtTCH. 20 AMP U.O.N. � � OWNER. ONCE ANY DEMOUTION WORK HAS BEGUN. ANY INOPERABLE OR QAMAGED MATERIAL AFG ABCIVE FlNISHED GRADE LTS UGHTS SPECIAL EQUIPMENT SYMBOL ?' lU �- Refriaerator 20�� � a 2 sPACe ' SHAI.L BE REPAIRED OR REPLACED AT THE CONTRAGTOR'S EXPENSE it! _ Retriaerator orawer zo�� s ' B a sPace NC AMP. INTERRUPTING CAPACITY MC MEGI�IAWICAL CONTRAGTOR �- INDICATES AIMING DIRECTION S2 OOUBLE POLE SMATCH. 20 AMP U.O.N. � ��Sr,wasner zon s c s sPace 2. VERIFlCATION OF EXISTING CONOITIONS. "INASMUCH AS THE REMODQING AWD/OR 't� 8 3 - WAY SINITCH. 20 AMP U.O.N. � � AL ALUMINUM MC6 MAIN CIRCUIT BREAKER INDICATES O(ISTING DEVICE TO REMAIN 3 OG � � ''� Uisposal zo�� 7 g s �00�2 Pane�s REI�ABIUTATION OF THE EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS 8E MAL�E �� � . wine coo�er zo�� s s �o ��2 . �,�; S SINGLE POLE SWITCH. 20 AMP U.O.N. Q - _ , _ _ _ _ REGARDIN� DfISTING CONDRIONS. AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT ANN ANNUNCWTOR MDP MAIN DISTRIBUTION PANEL INOICATES EXIST'ING DEVICE TO BE REMO'VED � _ _ Q � �i 3 THREE WAY. a SWITCHING �.�. cenera�ttecent �sR�� �� c �2 �oo�z Pane��► BE VERIFlABLE WRHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICF�4BLE PORTIONS OF r - � V �enera�Recept �s��� �3 g 74 ��2 . , 1NE BUILDING. THE GENE�L CONTRAG"fOR AGR�S THAT, aCEPT FOR NEGUGENCE ON �H ARCHITECT Ma MOLDED CASE SV�TCH aISTING CIRCUR RUN TO REMIUN _ `��i � cenera�Receut �s��� �s e �s �00�2 Pane��s THAT PART OF THE DESIGN PROFES510NAL THE CONTRI4CTOR WILL HOLD HARMLESS .�/ Sq, 4 WAY SWITCH. 20 AMP U.O.N. � � BFG BELOW FlNISHED GRADE MECH MECHANICAL �lii�ii� EXISTING CIRCUR RUN TO 8E REMONED C� � v cenera�Recept �s_�� i7 , c �s ` u2 . INDEMNIFY AND DEFEND THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL ' SK KEYED SWRCH, 20 AMP U.O.N. - - CUUMS ARISING OUT OF THE PROFESSIONAI. SERVICES PR�ADED.' BKR BREAiCER MLO MAIN LUG ONLY - - - CIR�UIT RUN: EXPOSEQ � � wn�rinooiP�ma zox•it �s , a zo sois Ranqe PILOT SWITCH, 20 AMP U.O.N. � ` •• Ktn Heat ; 20H 21 , B 22 ll2 , � � � - 3. ANY Q.ECTRICAL ITEMS SHOWN OR NOT SHOWN ON THE PLANS OR WHERE CIRCUITS IN BPS FlRE ALARM BOOSTER POWER SUPPLY MTD MQUNTED CIRCUIT RUN. UNDERFLOQR SWITCH ON. UGHT ON l Ktn Heat 20�� 23 c 2a 20�� c�Fl nnicrowave p(ISTING WALLS ARE REMOVED BY DEMOUTION SW4LL UPON COMPLE�ION OF REMOD0. � � • BTM BOTTOM N.F. NON FUSED -�0 CIRCUIT TURNS UP SWITCH WITH THERMAL OVERLOAD. � � �ivina Heat 20�� 25 g 2e 20�2 easedoara Heat WORK BE LEF? IN WORKING CONOITION. �� '�r--' � u�ina Heat zo�� s� a za �rz , BWE HAKED VYHITE ENAMEI N.T.S. N T -� 20 I1MP U.O.N. ..� u.. OT 0 SCALE CIRCUR TURNS DOWN Livin9 Heat 20H 29 ' C 30 20/2 Baseboard Heat � � , 4. ALL PHASES OF THE ELECTRICAL WORK SHALL BE COORDINATED WRH THE ARCHITECT. SSU SMIITCHED FUSED. 20 AMP U.O.N. �.t� � � �chaust Fans �s�� s� g s2 �i2 : WORK SHALL BE DONE IN A FASHION T0 CAl1SE AS LIITI.E INCONVENIENCE AS POSSIBLE C CONDUR NL NIGHT UGHT -G- GROUND BUS � .� SPACE 33 , B 34 30l2 Master Deck Heat $�CH �/ARIAIB� SP� � '� �` TO THE OWNER. CASA COLAR AS SELECTED BY ARCHITECT PB PUSH BUTTON -SR- SURFA�CE RACEWAY � � *' SPACE 35 C 36 //2 _ � � � sPace a� g ss 20�7 �naster eath Heat 5. ELECTRIt',111 DEVICES NOIED TO BE REMONED S R CAN CABLE TELEMSION PC PHOTO CEU. -PS- PLUG STRIP I1S NOTED SLV SWRCH LOW VOLTA�'sE --■ � _ _ HALL 8E EMOVED BACK TO A POINT WHERE � � sPace ss a ao 20�� Krni cFl EXISTING CONDUR CAN BE AB�ANDONEQ IN CONCEN.ED SP/4CES. REMONE ALL WIRING FROM QD OIMMER SYVITCH AS NOTED. 20 AMP U.O.N. �""' sP,ace a� c a2 2oi� ABJWDONED CONDUIT. T CB CIRCUR BREAKER PH PW�,SE -LV- lOW V�OLTAGE CIRCUIT � X _ Krn cFl ALL BOXES 0 BE REMaiVED SHALL BE TAKEN OUT OF WALLS AND �1 1 R DUPLEX RECEPTI4C�E. SPUT WIRED � >HAVE HOIES REFlNISHED TO MATCH WALL FlNISH. CKT CIRCUR PNL PANEL --�-- MOISTURE OR D(PLOSION PROOF SEAL � C SPECIAI. PURPOSE OUTLET AS NOTED 6. ELECTRICAI. CONTRA�CTOR SHALL NOT OEF/4CE ANY AREAS OF THE BUILDING WHERE LG CDUNG -M► HOME RUN . � PWR POUIER � � ,n,n,uc, � REMODEUNG IS NOT BEING DONE. _ _ + 16 AFF TO BOTTOM OF BOX (UA.N.) ,,,� � � CP CONTROL PANEL RECEPT RECEPTAC�E - A 1.3�5 A PAN0. OESIGNATION wn�+n � . ('� _ � . 1 3 5 CIRCUIT NUMBER 6 CONOUCTORS U.O.N. . ''� RCPT� • � � FLUSH FLOOR DUPLEX QUTLET 7. RA�CEWAYS. N,.I. CONQUIT SHAt.L 8E CONCEALED WHEREVER POS518i.E. CANpUIT SHML NOT CR CONTR�I. RELAY � �'i BE EXPOSEG IN FlNISHED AREAS D(CLUDES MECHANICAL ROOMS. STOW4GE CLOSETS. AND REC _ �..�r,. � � TQ TRIWSFORMER J J-BOX: CQUNG � SIMILAR AREAS). EXPOSED RACEWAYS SHALL BE SURFACE RACEWAYS PER SPECIFlCATIONS, CT CURRENT TRANSFORMER R O �,,,�,.,,�,. r L RELOCATE � MAIN DISTRIBUTION PAN0. CU COPPER Q-I J-80X: WALL 'V"'�-� � 8. ROUTING OF EXISTING CONCEALED CONDUff NOT KNOWN. LOCA110N DE�ERMINED BY RT RAIN TIGHT, NEMA 3R _ �.r E ER SWITCH AND FUSE ELECTRICAL CONTRACTOR. 0.ECTRICAL CONTRAGTOR SHALL RECIRCUIT AS NOTEO UTILIZING OISC DISCONNECT �� 75 TIME SWITCH : ` ANY D(15T1NG CONDUR HE SHALL REMOVE EXISTING WIRE AND REPULL NEW. ALL NEW S/N SOLIQ NEUTRAL ^ � ' CONDUR ADDED SHALL BE CONCEALED WHEREVER POSSIBLE. DN DOWN - - CIRCUR BREAKER b�l ' SCA SHORT CIRCUR AVAILABLE � EMERGENCY POWER OFF DPDT DOUBLE POLE DOUBIE THROW � METER �Q �/C ' 9. TERMINATING AND SPUCING: MAKE ALL JOINTS AND SPUCES IN BRANCH CIRCUIT WIRING SPC SPACE Q THERMOSTAT �,P,........,.F WITH APPRONED S4LOERLESS TOOL APPUEQ OR TIMST-ON CONNEGTORS. IN THE VARIOUS DPST DOUBLE POLE SINGLE THROW � CT'S �/ C�,.- �J. Pp ••�cy' BQXES. GUTTERS. ANQ SIMILAR LOCATIONS. 8UT NOT IN RACEWAYS. LEAVE SUFFlCIENT SPD N MOTOR OUTI.ET AND CONNECTION ti:'J� '�-q '•.F SURGE PROTECTION DEVICE (SPD) O. '� y.,G1 _ . SLACK TO PERMR TWO R M EB ELECTRONIC BALLAST JY� P'T'S •'=aecH Fau�r sR�.►K�x ' �2) 0 ORE SPUCES OR JOINTS TO BE REMADE IN C�/�SSE OF v ;Q < . C � MAGNE�IC STARTER OR CONTACTOR ,�- ..=3oma t�Fl �4K ' ' ' FAULT. SPDT SINGLE POLE DOUBLE THR�W .l. G ND • 756 ; sR �t EC QECTRICr4L CONTRAC'rOR _ ROU ` � : . : � /� S� �N O+ DISCONNECT SWRCH 10. MG METAL CI.AD WILL 8E ON THI P S GLE POLE SINGLE THROW � TELEpHONE TERMINAL 8QAR0 .• / ;'Q � ALLOWED S ROJECT AS PROHIBITED BY N.E.C. AND LOCAI. ELEC ELECTRICAL : .o •.� L'�4.r �• SPR SPARE � O�, DISCONNECT SWITCH � • ;�,w Pane� B EM EMERGENCY ELECTRICAL PAN0. F - FUSEQ ��' �''••.......••'�j� 120J208 Volta e ' �i�',�+ �� g aic �0000@2aov Flush' nnountings 11. QECTRICAt. CONTRACTOR SHALL RECENE, FROM SYSTEM SUPPLJERS, ALL WIRING OWGRAMS SPS SECURITY POWER SUPPLY PANEL � MOUMING BACKBQARD • �aN��- ,� ^ �Phase,3 wire �2sa nn�o Mains ' FOR ALL EQUIPMENT. PRIOR TO ANY ROUGH-IN. TO ASSURE PROPER 0.ECTRICAI. � ��ICAL METALUC TUBING � STROBE UNIT ONLY, + 80 AFF U.O.N. N�A� enclosure Rating �oo^/o Neutral�tatin9 CFIp►R�4GTERISTICS ARE PROVIDED. ELECTRIGAI_ CONTRACTOR SHALL PROVIDE ARCHITECT O(IST. QC EXISIING SW SWRGH SA SURGE ARRESTER • Q�� .' � W R I T T E N N Q T I Fl C A T I N P RI - ❑ Q Q HORN UNR ONLY. + 80 AFF U.O.N. Q , ° " �oAD�eIVTeR No Isolated Ground Bar O OR TO ROUGH IN, THAT ALL WIRING DIAGRAMS HAVE BEEN T-Sl'AT THERMOSTAT H T I N G : C N R E C E D • ° ' ' F. F U S E D D U G O U T I.E T Q U G E S S � AUDIBLE/VISUAL HORN. + 80 AFF U.C1.N. d � �escriPtion �oaa(kw) B►cR. eKT# PH. eKT# BKR. Load(kW) �escription RECENED AND REVIEWED FOR CORRECTNESS. ANY INCORREGT WIRING OR DEVIGES �D TO BE OETERMINED " - INSTALI.ED BY ELECTRICAL CONTRACTOR WITHOUT WIRING OIAGRAMS SHAL.L BE CARRECTED Fl.R FLOOR UGHTING OUTLEI: CQLING SURFi4iCE wasner zai� � a 2 za� �m� e AT QEG?RICAL CONTRl4CTOR'S EXPENSE. A� A - FlXTURE TYPE. b - SWITCHING � � _ _ _ _ _ H at TC TIME CLOCK S SMOKE DETECTOR: COIJNG PHOTOELECTRIC F L U O R Fl.U O R E S C D V T FlRE-SMOKE DETECTOR SMOKE OAMPER � Drver 3D/2 3 B 4 20/1 Bath 2 Heat , � � , - - 12. ELECTRICNI. CONTRACTOR SHALL RECENE. FROM MECHANICAL CONTRACTOR. ALL WIRING TTB TELEPHONE TERMINAL BACKBQARD O'� UGH1'ING OUT�ET. WALL MOUNTED GC GENERAL CONTRACTOR � uz s A s zoi� cFl eatn� DIAGRAMS AND SHOP ORAWINGS FOR ALL MECHIWICAI: EQUIPMENT. PRIOR TO ANY OH THERMAL DETECTOR - CEIUNG MOUNTED cenera�ttecept ckts �5��� ? s s 20�� GFl sath z TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR �� SPOT UGFIT Q - - - ROUGH-IN. TO ASSURE PROPER ELECTRICAL CHARA�TERISTICS. VOLTAGE� PHASE. GFl GROUND FAULT INTERRUPTER 1- cenera�Receat ckts �s_�� s g �o zo�z Baseeoa�d Heat ' HORSEPOWER. AMPERE. KILOWAllS IWD ETC. ARE PROVIDED. EL.ECTRICAI. CONTRACTOR PORCELAIN KEYLaS PdtS110 W ceneralReceatckts 15*l1 i� , B �2 !l2 , SFIALL PROMDE ARCHITECT WRITTEN NOTIFlCATION PRIOR TO ANY ROUGH-IN. TFIAT ALL GRC GALVANIZED RIGID CONDUR � �I� �p� / - - - 15QW A21 UIMP - pc (PULL CHAIN) � sPACe �3 g �4 20�2 BasesoardHeat WIRING OIAGRAMS AND SHOP DRAWINGS FIAVE BEEI�1 RECEIVED AND REVIEVYED FOR U.O.N. UNLESS OTHERWISE NQTED sPace �s e �s in sPace CORRECTNESS. ANY INCORRECT WIRIN� OR DEVICES INSTALLED 8'Y ELECTRICAL CONTRACTOR GRD GR�UND � FlUORESGENT FlXTURE: SURFACE � - UC UNDER COUNTER � � sPace �� A �s sPace WITHOUT WIRING DIpuGRAMS SHALL 8E CORRECTED AT EIECTRICAL CONTRACTOR'S D(PENSE. G R P G R O U N D F A U L T P R O T E C T E D R E C E P T i 4 C L E �°� V TRACK UGHIING FlXTURE SPACE 19 B 2d SPACE ��.�'$ sPacE 2� a zz sPACe 13. R0.0CATIONS: OWNER RESERVES THE RIGHT TO RELOCATE ANY 0.ECTRICAL DEVICE. UP T0 HQA HAND-OFF-AUTO R sPace za s za sPace A DISTANCE OF 12'-0'� BEFORE INSTALLATION WITHOUT EXTRA CHARGE FROM ELECTRICAI. VA VOLT-AMPERES �L� EMOTE EMERGENCY UGM'S - - - CONTRA�TOR. HT HEAT TRA�CE y..� REI�IOTE INDICATING UGHT Vi0.G YOLTS-ALTERNATING CURRQVT M J-80X JUNCTION BOX , • 14. ACCESS PANELS REQUIRED B'Y THE ELECTRICAI. CONTRACTOR SHALL BE PROMDEQ BY THE VFD VARWBIE FREQUENCY DRNE � UGH71NG CONTROL STATION 0.ECTRICAL 81D CQNTRACTOR. THEN TURNED OVER TO THE APPROPRWTE TRADE FOR LOC LOCATION ; P PHOTO CELL - ELECTRIC INSTALLATION. W WATfS O M � C OR C CONTA�CTOR } . W WRH O ❑ � 15. PHASE PROTECTION. ALL MOTORS USING 3 PHASE POWER AND ALL 3 PHASE AIR I O C : CONOITIONING UNITS SWU.L HAVE PROTECTION FOR PHASE REVERSAL, LOSS:OF PHASE OR W p WRHOUT Q REIAY � � , PHASE UNBAIJWCE OF 10X. VQLTI4GE DROP OR GREATER ON ANY ONE PHASE. PH PHASE MONtTOR � MANUFACTURED BY TIME MARK SERIES 2644. WG WIRE GUARQ . � NOTE: THIS IS A COMPREHENSNE LEGEND � WP WEATHERPROOF TC TIME CLOCK AND ABBREVIATIONS LIST AND ALL J �' , 16. MULTI-WIRE BRANCH CIRCUITS ARE NOT PERMIITED U.O.N. ON DRAWINGS. WHERE THEY ARE SYMBOIS SHOWN MAY NOT APPEAR INSTALLED THEY SHALL BE COMMON TRIP OR HAVE HANOLE TIES AS REQUIRED BY 2008 XFMR TRANSFORMER ON ORAWINGS. � N.E.C. Ow � MECHANICAL E UIPMENT SCH Q EDULE EQUIPMENT SCHEDULE DESCRIP'T10N � P � H KW. AMP VOLTAGE WIRE SIZE CONDUIT BREAKER SWITCH dt REMARKS OESCRIPTION T PH P T ISC FEEDER CIRCUR REMARKS � � LQAD VOL F.L.A. RO DEVICE Ll ; ', " . .. ', , FUSE KEY AMPS POLES SW � � BB ELECTRIC BASEBOu4RD 8 1.88 9.03 208. 1 PH 2 12 dc GRD 20 2 --- 1 WHIRLPOOL TUB 696vA 120 1 5.8 20 1 � � / . 1 � ;. . � 2 REFRIGERATOR 1200vA 120 1 20 1 °=aRCH Fau�r sR�,aK� ' ; . BB (2) 0.ECTRIC BASEBQARD S .94 ea 4.5 ea. 208, 1 PH 2 12 dc GRD 20 2 --- � / � ` ', 2 3 REFRIGERATOR DRAWERS 1200vA 120 1 20 1 . � BB (2) ELECTRIC BASEBQARO 8 1.88 ea. 8.p3 ea. 208. 1 PH 2 �12 � GRO 20/2 --- ` 4 RANGE 8320vA 208 1 40A 50 2 C Panel M $ f' 720l208 Voltage' AIC 10000�240V Surtace Mountings 5 VENTILATION HOOD 250vA 120 1 10A 20 1 3 Phase,a wire 200,4 M�o Mains BB ELECTRIC BASEBQARQ 8' 1.88 9.03 208. 1 PH 2 �12 dc GRO 20/2 2 NEMA 1 Enclosure Rating 100% Neutral Rating 4 -__ � : 6 CONVECTION MICROWAVE 1000vA 120 1 8.3 20 1 m LOAD CENTER No Isolated C;round Bar Description Load�kW) BKR. CKT# ' PH. CKT# BKR. Load(kW) Description _ ' � CU 1 CONOENSING UNIT �1 7 UNDERCOUNTER WINE COOLER 875vA 120 1 7.3 20 1 (2) COMPRESSOR 10.4 ea. 208. 3 PH 3 �8 dt GRD 40/3 60/3 � � CU-1 10.30 40/3 1 A 2 15/3 1.73 FC-1 � E , u s a a a FAN 2 7.8 208. 3 PH 8 DISHWASHER 12UOvA 120 1 10A 2Q 1 I�N�d�01" ,� � _ - - - - - = � a. � : ///3 5 C 6 ///3 . ; 'd; sc#z �o.00 eo�z � a s soiz �o.oa wH-� EF IAUNDRY IXHAUST FAN .031 120 2 �14 dc GRD 15/1 Sto 9 WASHER 1500vA 120 1 12.6 20 1 ND. �f� CO�NIw'1! '. � nz . s e - - � . � : �o n2 , 1 3I2�411¢� Permtt Resubmittal - - - 10 DRYER 5000vA 208 1 24.0 30 2 SG#1 9.00 50/2 11 C 12 20/2 3.30 H-1 � � �iz �s a �a az - - . EF AV CLOSET EXHAUST FAN .04 120 2 �14 dc GRD 15/1 Sto SPACE 15 , B 16 20N 1.90 H-2 2 � - - - - - - � � SPACE 17 C 18 20h 0.03 Pump1 N sPace �s g zo sPace ERV BATH IXHAUST FAN .32 3.3 12Q 2 �14 dc GRD 15/1 Sto � SPACE 21 , B 22 SPACE � �I '9 �; SPACE 23 , C 24 SPACE N saACe zs a zs sPace FC FAN COIL UNR �1 1 4.8 208� 3 PH 3 �12 de GRD 15/3 30/3 L SPACE 27 B _, 28 SPACE 1 � SPACE 29 C 30 SPACE � H-1 HUMIOIFlER �1 3.3 15.9; 208. 1 PH 2 �12 dc GRD 20 2 3Q Z � / v� 3 _ � H 2 HUMIDIFlER �2 1.8 15.9 120 2 �12 de GRD 20/1 S l. G • ; � O HF HUMIDIFlER �2 .103 12a 2 �14 dc GRD 15/1 Sto w 1 SUPPLY FAN ELECTRICAI. DRAWING INDEX - I � p P1 PUMP �1 .025 120 . 2 14 de GRD 15 1 Sto Q � I E0.0 LEGEND. GENERAI. CONSTRUCTION NOTES dc SCHEDULES � , / RZ-1 ELECTRIC MAT HEATER 23.5 120 4 �12 dc GR� (2) 20/1 E2A MAIN dt UPPER LEVELS - POWER PLANS v+ �rcH�/r�uo 4 . c 3 v RZ-2 ELECTRIC MAT HEATER 47.8 120 6 �12 dc GRp 3 20 1 � C` - LMNG � ) / I.B�D� / .� ,: : : t70N3TRUCTiON � ` RZ-3 ELECTRIC MAT HEATER 6.5_ 120 2 �12 dc GRD 20 1 , . ' o �R eaTM � NOrIB.S�3�ULB3 � � I RZ-4 0.ECTRIC MAT HEATER 5A 120 2 �12 �!c GRD 20/1 , e� z na � . x eA m : _ ..'=30 aGFl K , , m BREA ER ' , i ; � � � ; . RZ 5 ELECTR C T HEATER 2.5 120 2 �12 de GRD 20/1 � � BED 1 8A7H ' � .v c o SA-1 ELECTRIC MAT HEATER 14.4 20$. 1 PH 2 �10 dc GRD 30 2 ' c9 , / . � MASTER DECK 0 1�"o�at 1�b. 8W Is� � m SG STEAM GENERATOR 1 9 43.3 h., �,ti ; ,;: � � 208. 1 PH 2 �6 & GRD 50/2 60/2 ��s�� �� ; �1�f� �, ' � � �, , ,:;. . � � ���, :,�,. � � � � . p ; ,: �I'�1 � / ° �,s ':£ �°: , �` �` O SG STEAM GENERATOR 2 � � , � ; � � 10 48.1 208, 1 PH 2 �6 dt GRD 60/2 60/2 p 2 �,4� �'B R N b � AggOGIATE�3. ING. � WH-1 WATER HFATER 10 48.1 208. 1 PH 2 �6 dc GRD 60/2 60 2 e.etnac�n,ar,�eas � ' , � / , a�o �en� s�ve►�.� .o � a�.e�r. eo�.a��vo aosa� L . � � «� � Eo.o : r � ��� �� � e„�,�. r�oe��e+ ��+�a� �-�► , � �. .-�°°� , , � � 6 7 I7�I � �.� N _ FEEDER SCHEDULE � N , � � � . @r m ' KEY DESCRIPTION � 0 � G .___, .�. .._. .._..: __.: ._._ ...._ .� ..... :_.. � ___. _. __... �. � �., ..� � � .,,_ �� � � � � 1 (4 #3/0 THWN CU & #6 GRD) MC CABLE. � ju '_ I I � I 6 ! 0 � � . , � PANEL LA 2 4 3 0 THWN CU & 6 GRD MC CABLE. � 0 ( # / # ) p� � • � � — Q r.�. � Q (3 �� TMwrv cu & �� cR�) Mc c�a�. MECwv�ic� � V r" sr � � � I r�,��s � I � � PANEL IN LOFT . . � � �,� C] �• 6 �� � MECHANICAL ROOM � �.��� PANEL ' ' V � ��--� � � .__, � C���-�-. _.. _ :: .a: �... _.�_�.d__. �. ..� __.�_�_�._ _.. � .M.e. �.. � UGHTING/HOME NETWORKING +� }- �� �� } �( � PANELS 100A. 120 208V. � c.� '� ' € M 1PH 3W BY VENDOR � � � � �' .� _ I � e I i � ' � �.� __°� 1�1�. �'°�� ��r�a��t � � � � ��� � � �,__i�' - ��°s FEED LA LB � ._ -- rr:�c��°t . � `� ,�a P L �---����� THRU � � � � s � i � i � � � � � . � , � � � � � � � LUGS � � I ��._.��.�....�..i �,. .� � � C:� � ..�. �.....� .__.. �--�--� � --w------� --- � 2 � �( r �� ��� � � � �:��� NoTE: �4 � � e �-: ��� � UPPER � � �L 3 3 BREAKER NC FAULT ,nrw� � � � 100 2 � � • � PANEL � I I � f � I f I � UGHTING PANELS (,� '� ' � — PANEI �"'�" � � . Q- P A 100/2 v'"t-► 1- � � � ,�-.� 1M O� ,�-�--- - � .�-- � .� ..� .� � �. � 3 — v � � � � ��� 100/2 ��� � �s� I 3 � �,,..� 8�111 _ _... .�.. _._........___.. �.. ___.�.�._ ...,._ �... ���r����� ...� � � .�. � .�.. .�� — : p,p Q,�f C' r�� � , � ��_..._m. ...�. � .�... .� �c,J.P'` '�j ._. ,�,. ( �. ...... � _.._. .�.,� ,...... .�... .�.....�.. _.... � ...... ,�,�.. .��.:�.:� 200/3 0`'�'�.� ��q���a MCB Y U.� � � � � EXISTING UNI7 � : 37588 e � � � � �� _ � �. � � � �. ._._. � � ..�,.. � .,.� � � �., � ..�.. .�.. �,�.�.�� 303 PANE� TO �"�G�: _ ~�..,� c� � BE REMOVED AIC - �' •. .��, 8 215 ' ��'F''• •.......•�'�v�'� � S��DNA�-�`� � _ _ _ _ � w ; � r � r- � r � r � � � � � � � ���� � � MAR 2 4 2010 � .; _a �,. � � � � � � � � � � w- � _ E E � � � � 1 � � � � MAIN LEVEL ELECTRICAL PLAN � I I I I I I I ( ( I HIGH COMPRESSION _ 0 8 10�' ,,� SPUCES TO � J L J L J � J L J � -r -r -r -r �' %`� EXISTING FEEDER I I I I I 1- � � • � O SCeI�1/8�1'-0' I I I I I L J ♦ � � � � � ( EXISTWG I I I i i (4 ��/a cu & � TEST 1 GRQ} MC CABLE � �`;;,�.�.... _ „w.s �; .�.., � _ � � .� �.. �. � I I I I I q � � .�.. ��� . — . ._ . _ .I — - —1. _ . � . — . _.1_ . — . � . - . — . , � � •-�r�'� .-�r-�--� .-�r-�-� .-�rl-� r.,rl� .-tir-�� � t JMt t 1Mi + fMi � jM► � 1M � � lMi � ....�Ta �..LT� ....�,T,� �.,�T� •..�.,T,� .��T� , .^I ,.I .�I ,i l ..�I r! ( f i t { i � 600/3 ` � � \ 20(}j3 \ 200/3 ` � i i i i i � - � � � 1 . - � -�� - -- -i- - - - -�- -- -- �-- - - - i- - - -�-- - } � �r ! � � 60CIA O t ��, �' � � . — . ____. . ,� . � — . — . . — . _,._ . .- . — . — . � � � � � � � � � � � � � � M � -.�- ,�� - � .�......: - ��, T � 26,500 J ��q- ���� � 4 �€� " ��� �s ,� TEST 2 SIEMENS 12�/208V, E - �,��r�a A 3PH, 4W, 600 AMP MFS O , g .� ss� �� METER STACK IN � _ � . ( BASEMENT w ' � ( � �E�------v--_ -. --- __._ �..�__�__ ._... � ( � GRA(VD ANNEX-CQNd�-�UAD CALCULATION' O � �� _.__ _____��' �.�� �-- � — � — � — � —� � ;. � � � �r�� � ��z E 600A � TUTAL SQUARE FQt�TAGE=21�8 ���a 2 � { VC}LTAGE 1201208 3 PH, 4 Vi( . . � � � � � . � `� ELECTRICAL HEAT LARGER THAN A1F2 GD�IDITIONING NEC 220.82 � � 60C}f3 � -- - - - J. � �._. � � � � � ' GENERAL LOAbS', � � � � � � � � � _ �. � � . — . . — . ..� . ��� � � ��2s x�va�sa.�r �,�s� va � � . ,. � � .. : . - �� . ;, . - � � � � 21287 X 7'VA(Add�tional�.ightin�Load) 't4;896 VA � - -- � - � _ .� . � .� .� � �. EX��T��� �A�� ELECTRICAL ONE LINE ,�o ���n�e ���u�ts 3��a �A �"`°'°�` � T ApP. . � , � �..__.�.�.�� SWETCNBOAR[} . _ . _�___�_�_�_ ____.��.�.�a ,�_�..�__ N.T.S. Laund,ryGircuit 1,5QO UA � ,� - � �,..�, .�. _ � - IN BASEMEPJT � ��� -----��� Dryer 5,000 VA m 120j208V, 3PH, 4W Disposal 1,176 VA � 2000 �MP 50 OQO AIC n � � � , Dishwashee 1,200 VA. - A � �- � � -�- � - - � A Wine Gooler 875 VA . ��� � f � � � ° E �' Microwave 1,OQ0 VA INY�d 1�01" � o �_,� � Refrigerator. 1,200 VA � a, _ � ...� ._ ,..� ,...� � .� e No. D1� Co�nw1! � Refrigerator arawers 1,2�0 VA �: � i 3/24/i0 P�rmit R�submitta l � Jetted Tul� �96 VA � � Ran e 12 0�O VA � i �: , . � Fan Goil Unit 1,728 VA o - UPPER LEVEL ELECTRICAL PLAN �a���H�at�� ,�,��� VA � 0 3Q-DAY AlVIMETER.TEST REQUIREMENTS , . N p 8 � Humidifier#1 3,30Q VA � .� _ Humidifier#2 1,90Q UA . . . , , , � A. Elecfrical contraetar shall hire a ualified thlyd ' testm a enc thati ., _ _ 9. P�Y � � Y_ Steam Genecator#1 9,OQ0 VA d� : , . . , _ , , . . c� s ect�lizes 1n associ�ted`work:such as ERS Electncal Relial�ilit Services`:to Steam Gene�ator'#2 10 000:tlA . p _ ,, _ ( y _ ) a � ; . . - . aCA� 1�8�'-�' erform 3a=dav at�uneter tests u� accorda.nce with NEC 220.87: Recordin s:shalY Pump:#1 25 VA < � � �._ . . . : . g � ; _ Bath Fan 3�0'VA . . { be stored electronicall ' and re orted to the en meer electroizicall in a format PANEL M . . . y_ � . . � . . � . - - 31 VA ' � � � I � � ,, , _ . _ _, Laundry Fan o, compat�ble wxth M�cro�oft Excel. Electrician shall pravide eiigineer wrth the _ . _ :_: AV Closet Fan 40 VA' 3 actual ma�mum demand valttes er'NEC�20.8 for each feeder, m acidrt�on to -v, � � _ f P �' $�,471 VA M._� - � e . the electron�c data. Amm�ter tests shall l�e erfortned on all three has�s for th __ P _ R_ _ _ .- . , . . . � �o oaa va � w feeders urdicated on the drawings. First 1 o K�tA @ 100l0 , d.� Remai�der at 40% 76,47'I x.40' 30,588 VA � � � � � . _ : : . . : _ . . . _ _ Total General Loads 40,588 VA o B. Recordmgs shall`be coorduiated with owner to muzunize record�n�dur�ng periods o : . _ . . r : T, ,., _ � , . : , of when th'e facilrt is nof o eratm under `t ical condrtions; ; /� � . P � �'p Total Electncal Heat'at 40°!0 � . . . . 220-82 ��)t�) , c z� » C: Recordings shali be emailed to:en i�neer jpravide one .xls file per recording) 24,270VA x .�10 9,788 VA 3 -_---� � ° � and include a suinma indicatuZ alI inforination outlined below for each Total Connecte� �oad' So 37s vR � � , _ I.I(�1'II�T(i/�'�OWBLt % ammeter test called for on the drawin s� � � F+l�OOR 13.L�1�T$ l: Feeder(ec�ui m�nt fecl.fromj'to): 50,376UAI(208x1.73j 140 AMPS � _ � g 2. Size and t e of f_?CPD`s at e ch end of eeder. � _ . YP < a �' �. Phase eonductor siza,and.insulation e: � � �YP } X 4. Neufral �Conduetor size and insulation type: c 5, Ground Size and insulation t e: , Yp � : � 6, Gonduit size and type: �v , _� _.. _._ m .�..� _ �_._ ��.��� 7. Nurnber of arallel runs: c p o � `�:,.' � .....w.u,..��� ..�.�....._�� � & Date Time test be an and ended: �.�.�..� . g �j 9. 1trlax�num'( er NEC 220.87)- arnp�rage recorded on'each pliase: � o �...e. � � _ f'M+o�eti No. soat� � m ��� su. : . . . _ . � , , x�� � ;: 9�1.@� N.�4. � � D. Mefer used;shall be deslgned specifically to mal��recordm s in accordanc��c�vrth � %"� � g ; dc , � � z � I� �:.........:... NE�G 22(1.87 re uirements: . , , OP�IIN'1 Oye O;� a � � � q ;. � o .s .�_ I � � .�_��. .�°_'�""' �_,�.��.� � .a.�_.�,� �- ;.s � � C,4U i�B . � ;�� � - o . _ . : .: : . c� _ E. Fu�n erfornun ammeter test>is res 4ns�ble fot inte retation of ammeter test �� ,:� , LOFr' L L EL�CTRICAL PLAN p g p � y�,��, � Ag�30GIATEg, �N�. 0. � - � results. ei,ecnuGw a�r�e 41 , INO 'JM1� AVN�� � •0 `� � 6 'T I 7�1 � '„� ., ^,, � �. � � E1 .0 a pa�r c�rw> �ac-amw � Sce�le= 1 , -0. ��'i',���, � � c� /8-'i' � � , �, � w� ' � �, -- _ I � ' ��� N E � � . � � N �: _ J� I I � � 4 � � � r A � N � . � c�t"� � I GF� � � � � �,,M-.r� � � � � ��; l � �'~� � f E-- � I � AC� , � . ^ Fl �.�_ ___ � � � I � ° — � G � �-�:-� ---� Q � AC -�. -� -- c� '� r , �� GFI I � - � V , A �.`�...___�=-._ , 3 � � � _ r.._ �� . � � � � � � �'° E I � � ����:� — �- �` Q • • �,, � � � � � � � � �� �� � , � 2 � � �-__�____ - �-�-- � , �� � � � � � � ! � '} ,_ �� - __ � � .. . �..�� � _ GFl � � �..,` � �: 1 A� � ��I GFl � s } � �: �_ _� _�.�� ti G t� � _.��"�`� -- ___.-- ( a> a � � .� _ � � � �-____� �i W.�: �� 4 ; .. _ 5 - � _.___.�._ � :�`�-:-� € _...__�....� � Lq____� 6E € �c� a � ! r,�., �. �B !t . _ � _�..� , � q w � � � E � � � __-�-,�,�� 6e 7 �G � � . r� �: �! 1{ .__ .�_ � ._.......,.,. .W, .� . � � .� _.. _. ..�. ^ , �..."�.'""`� "�——i""'� .. � � � � � � � . I I I I k 9 ,�»:r �;,$ � � � �;o I 1 I ! 9 6 ""'7�L�� ;;J� � o E,.�' ,. �F , r . ' � � �.� .._..�.___ ._�:..._.: �� .��_. _._ � � a � t � � m A � � x 1 � s s � � � � ` . I � � ' � � L� � � � - . � � � .� ..� ..� ��..�_v���,�._�,� GFl � , `� ��.�° _�--�-_________—___�-_ � � � �_�� ,,uun, � �r_�.�___..� �� � w�____:_.,�J..� � � �:_ w.� uver�n � � ^ __�-___---_ �._ F�� �+ � �. � � � � � � � I I � �: Q- �.,� �. r � f � � � � � ��;�� � � I � � 3 � � _ � , µ�� � , __ �� �:� ; � w� � � � oa �,� � I I P,,....... F ♦ O" � `I Q�.' J. P ` .,� � � .�'�5 0� �.�' � f � � •,. � � ..� � - � � ; �:�� �ti�.a U ,,� �. � 4 . . ....:. ..._ � � . . �. , � � " '�____� .�.. _.... � ._._. � : = 375G8 : �.�. . . � � � , ,,�.. , ,�.�e..�.�� . � - • �� •Q _ � .o ./�► �' ( .•'� � � �' • �c, � � , .. �' Q�` �'•••..,...•••''��$ ,�-:— .� � .-e �.-.�..-.�.: _._: ..�....� .�.. , . �.__. �... , FS cs ;-'` , � �'�ONA��� ,,,, `�.,,,'```~� ��� ,% � �w.� � . . .�.�� � � ��_� +4Q � , � --,p — � � � � -- MAR 4 2010 .� �. � � _ T�� � �� � :, � , � ��: � , _ � _ _ �; � ��� � � � _�.w...� . _ _ . o � � � € � � . � � � � � � , ! MAIN LEVEL _ POWER PLAN o � ,� M : � O � � , , M � No�: Scala 3/16 �f'-0 � FlRE ALARM SYSTEM TO BE NOTE: '� � � � g BY CONDO ASSOCIATION. SEE UGHTING DESIGNER DRAWINGS S fI F R , O 0 UGHTING PER 2008 NEC AND I1 2006 IECC COMPUANCE. U 91 w � � o � � � � � � � � �. � � .�. �. �. �.. � �. .� � �. _ � ��_.o._.v_�. � ..�� � �.�. .� � ��.. _ .��.. � �. � - � .� -�� � � _ � � , , .. � � � � � � � � � � � � � � � � � � � � � � m � � � � � ��.:. � �. � � � _ � � � .� � ..� _ �... � � �. � ..� � � � � � �� . _ � � � � o - � ��r � �--� � � � m �, ��� � � � � _ � �: � �. .. i�b. Oata Co�� � _� �_�� � . � � � � �._�;_�.� �p i 3/24/ifd ermtt esubmittal � � P R r: � I I ; _. P 1 � 0 �.�� Fl p � , - I I - ' ,� � . o � _ � �°_----�---.,,....� � ��AC�, I � ,�- � �� c� �� � 9 � ����J � . � , '� „�. � � � - N �.�. � � ; � . � . � . . � . � . . � . . . � .�',. . . . . � . � . � .. . � . . . . . . . . . . . . � . . . . . .. � �. . . � � . � . . . .. E� ....... � . . . � . . � . . . . . . � .. � . . . . � � � � � � ���� . ��:, � , o � ����C � -_-. �. �._:.�....� �.....�. ..� ..�...�. Fl ..�.� ��?= .�. ..� � ,�. � �.. � � �. � � ,� :�� � � � H1 ���� 3 a�n,,. '� 1 � . [ � � � O __._.._�.: ; ` � � �.�: � �. _......_ � � � ( � � r'� , � � I � � _ � -� g � � �.......�: �........... , , � �� , v+ ` � � cI _ e.�.� 3 � I ` .� ���� . M. � � � �-� � .�. �. � v � , _ �____.�--_- _" � � � MAIl�T�UP�t i _ _ � � � ;� - �-�` � � --� --- -m _ °. -° C� LSVBLS _ � �. , .�. �. .��.��� Y �__.�__-__-�- � o �, „ I , � � ° � � - , I 4�� 1 I , PO�VBIt PLAN$ _ � . � � 1 � � I �� . � � � . 1 . . . w�ww.wn ....�.. .w.rY.ww.wrww�runw . .� . . . . . ..w..r +....x o�nuw . + . . . . . . . . . . . . . . . . � ' ... . . � . . . . . . .. r.... .�ewrwx�.. wr«u �„..... ' � � . . . . . . . ,. .....�. .....�. i.. g� .. �....n....w....... ...vrmv........euwv� . . . . . . . .. . . . . . . . . . . . . . . � �.rmw � Mr�we ..._..._._ ��,: � . . . . . . .. . . . . . . . . � . . � . . . .. . � . . . � . . . . . . . . . � . . . . . . � . . °`�' .. . . . . � . . . . . . � . . L .. . . .. . � . . . . . . . . . . . . .. . . . . . £[ y . . . . . . . . . . . . . . I . X � . . . . � ,. . . . � . .. : . . . . . 3 � . . . . . . . � . . . . . . . � . . � . . . � . . � . . . .. . . . . . . . . . . . . . . .�..W.�� .. �i . . . . . . m ° � � � � C � � � � , � � ♦40 ,.,..,. .�..e _ ......_ _..m. ,.�,. .. .._.m..._ __.. ____ _,__ �.,..s ..�... � � � � � � °—"--° -°— ___,. ___„ � ``..; .. . . _.. � � ..., .�. _, t { � F '0 1 3 C O � , , � { � p ----- -P- ~~--- -_-, ._. .:_. � ..�.. � .._ .�. ..�..�_ ..�: ,_. ,_.: _.. � .�.� � ..�. � ...� � .� .�..o � ._.o PI'+O�Ct 1�0. dCa�t � � � m , � > � .H � /�/� i'�/� �� - C' "i ���X/1V 1�1�f�1. I � � � � . � � � � � , / ,, o ( f r, �: � ��. L'h��n Oy� pye � � - , ;;, - : , � G,4D �'.8 � - o , � LOFT LEVEL PO R PLAN �� � , � N `���'.,��'�: - a, - �'F,. , �r A550G IA"I�S, ING. I I � �+" ` � a,e+�arcK,�a�se� � m � � g � ^� t ^�pq { INO 36TH AV'l.�� �O � k f 4 k 6`°� i �Y. C040RAL90 80W"�4 ' a . 3 ! � , c�ed.er <�ra> �oo-�c ' � E2 � ��; 3�' ���'�"�"��� � � � �. ,: '`� � . � . ,,, . . � . . . . � � . . � . � . � . . � . � � . . . . � . � . . . � � � . � � � ,321,�,:F292Pl.t.idka � . A .. � � . . . . . . . . . . . . . � . . . . . . . . � - . . . � � . . . . . . . . ., . . . . � . � . - � . . . . . . . �. . . � � . . . � . � � . . . . � . � . , . . . .,. � � � � � . � . . � . . . . � . . . . . . . . . . . . . . . � . . . I . . . . � � �� .. � . . � � ! i f 4 E � i ' � � � ( � � - - - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - -�-- - - - - - - - - - - - - - - - - _ - - - - --- - - - - - - - - - - - - - - - - -- - - - ---- - -- - - - - - - - -fi - -- - - - - - - - - - - - -� T ROBERT SINGER , , , , , , I & � � � � � ! ASSOCIATES IN�. i � � � , � DESIGN CONSULTANTS Li�Nr,N Forz LIGHTING SPEClAL15T5 , , ---- c,ueair�, , , Corporate Member �s6 F� --- --____- o� »o � IALD, lES ' ,i s � � ., � -► 8 ' _ i �� 101 � � ( � � po box 8929 1512 w. silver pine G � B � i i � � '_6" 3�-0�� � iv 't�R GE B B aspen_co 81621 anthem_az 85086 T 970_963_5692 T 623_551_7667 F I ` ' f F970_963_5684 623_551_7S7T 02 B B_ �_ 102 ID5 4 o U �,-0�. ry 2,-0„ 2�-0�� g i 13 i - - - - i i r g�_g^ - - - - - - - F - - - - --- - - - - - - - - - - - - - - —� - - - �� _ �- 1 � -__- ==—� - - - - - - - - - - - - - -- - - - - - _ -- - - - - - - - - - - - - - - -- - � 655 basalt_co81621 200 � _ ---_ � _ � - - - - - � � � 23 i �in � �I � = 10'1 i f i i ° B G �y DZ �, ,� 1 ,� g � � 8 _ �� I www.robertsinger/ighring.com � � . . . � � I � � 1D5 �(�`� . . 13 . L q iV1� . �j \\ I(�! � � B � � � � � � � � � � � � �2005ROBERTSINGER&ASSOCIATESINC:NOTE:ALL �. \ � � � ( �. � � � � � � DESIGNS,IDEAS,AND CONCEPTS DEVELOPED IN THIS � � " ID � � u ' � --�y � i B i E i i • f DRAWING SHALL REMAIN AT AI.L TIMES THE SOLE PROPERN � � � � ���� � .`� �r _� � � � ! � . I � � � � �. � . OF ROBERi 51NGER&ASSOCIATFS INC.ALL DRAWINGS ARE . . � � I `� BASED ON INfORMATION SUPPLIED TO R.SA BY THE ----- "_ a- � � . � � � . � ----- I- /t p � ( � ��� � � . � . � . � � . - . � �t i � � � �1� L� ��cF�?° ��° ;�I ! _i . ARCHfTECT/DESIGNER.ALLSITESPECIFlCCONDtTIONSAND ' ----- • �� \/ B f ry � O O ( DIMENSIONSTOBE CONTRACTORVERIFIED.CONTR4CTOR . . . . . { � — .�i � 4� �'-- h tX` � .! . . . � � � � � � �� . � � � � �ASSUMPTIONOFALLRESPONSIBILI7YISHEREMPERREDAND�� � . f B � --S- — �J E+ V.� \1 'E �_�f / \ �� �� � � � W w�s is ro eE coN�Rrneo sr � I =__ - -- _- _ _ _ --= ���� �D I� E� ITH ALL CODES,REGULATIONS,AND REQUIREMENTS OFALL _ � U (� �� � Q �O DESIGNER.ALl WORK MUSf BE M COMPLEfE ACCORDANCE ANY INTERPREfATION OF DRAW � .. '� . I � � '"_- -- __�--� --°--_�= I ----- �' II �. �� � . � fl . . ! . � � I . .� I . i . � � . . � � GOVERNINGAUTHORITIESHAVWGJURlSDICTIONOVERTHIS . � � f �---�--n � / � 1 �i . . � � � � � � � � . . . � � WORKINCWDINGIOCALUTiI-ITIES,ANDMACCORDANCE . � . . . � � � � � � IGHTIN FOR� �� � �` -_-- -'—(I ( �I� . �I J 1 I l�' � . � � . . . WRHFIREUNDERWRfiERSREQUIREMENTS.THEABOVE . . . L . . . � �+� R^`c �` I�I�--------� � . . f $ B � B � $ . � T I � . . � � . � . . . � . � . DRAWINGS.SPEGFICATIONS.IDFAS.DESIGNS AND I I � I �� I� � ��� ��5 . . � . . � .'1.I f � �. ,�Z.� � i � � � 6 . . ' ' . . ARRANGEMENTSREPRESENTEOTHEREBVAREANDSHALL V^ � 4 ��____,_I�,_��__1__L �� 3�-0��.-�-YP I � REMAINTHEPROPERNOFTHEDESIGNERANDNOPART� � . . � . . ��... � `� . � $ .. � �I � B.: V' ' if I.!{� .8 E I I I I . ... O I . . � � . . � �� � � . � THEREOF SHALL BE COPIED.DISClASED TO OTHERS,OR USED . . � 4,�_2 4�-2�� � p p . INCONNECT10NWfTHANYWORKORPROJECTOTHERTHAN . . . . '� �'s � . . THE SPECIPIED PROJECT FOR WHICFI THEY HAVE BEEN . . -`, ,� �. I (� I f � � 4 I � � � � � � � PREPAREDANDDEVELOPEDWITHOUTTHEWRITfENCONSENT� � . . . � � . � � . . I � . � . . . . � . . � O7 I �i � � I� V". 'jf I I � f { o � . � I . � � I I � . .. OFTHEDESIGNERS.VISUALCONTACTWtTHTHESEP1AN50R. . � . . ��. � � � 32 � � � � �8 � � .� �I� I � 1 { � � � � . . . . � . . . � SPEGPICATIONS SHA�L CONSTITUTE CONCLUSNE EVIDENCE . �� � . . � 'I � � I ' � �� O5 � I I I { I . � I D � . � � . � .. . OFACCEPTANCE OF THESE RESTRICTIONS. . � . . � � - - - - - - - - - - - - -I- - - - - - - - -- - � - - I = - __ _ _ _- _--�--��—�_- — -'--'- -'- - -------- - _ - - ---- - - - - 1- - -- - - - - - - - - '� _ _ � � — _ -= _�-�' -- --- -�^- -_-_ �� � q' q� .�I =- N � jr! � — �/� � S � � I II 04 II! � ' � — � � � uU ��1 I � � � ! �i � h`loii� �U i i i i ___�—- —� --i�\° —' ��=_ �g �—I��t�+ —� — — —T—i— — _ — —�—— — — — — — — —� 1�1t��°i�i i'�� i r��'�� �� �b � � ( � I ������ If II'll� 4{ � � � B I i� I�AI �� � I I� ��� ��. � ' 14��U��)� i'll ! � I 1 � �''/9 r ~�� � ���'�16 (TL ( � ��� � i�l�(�� C�B 9�� i i g�' Ma ' 44M� � � �; - �L - - - - � ���,hif! � Mi� � � � , , ti , � S �`i � yI I � I IIF r � � � 4. ( � 125 � � 4��ii� � ^Tl ' � ���tii 113 Eli � � �SSUB: , �: M � _ � �'� , �� I '�, 4° r /"� I I I I '����;�� I�R ! � , . . ��� Fixru�ro �r�iN - �',� �� � � M";�'�E' I� � / 1 I I I I � � � pIE����`; �,h � 02-Z�:10: : : : : : : : : : : : . . : . WOOD PANELING IN E GEIll�ING.EXAGT I i ID4 i� I i ����i�i� � 1_ �1 �I���iiti �i i , SCHEMAT/�DES�GN i LOGATION5 T0 BE IM�TED IH p��,� i�i i � ( i � �i}�i�i � I � � ( � ( � � ��4��!i i� B � i i i . . . . . . . . . . . . . THE PIEL17 AND WI IT�.'T;�t'aT.:___ i'� —_______�/'' i`i i I ��f i�i ( S � � 114 �� � � ������ ��15 � o.�-o.�:�o: : . . . . . . . . . . . . . : � ��„� � � � r � p� �t��� „P i� , ; I E,f� i�„ I � I , i, ---- PR/C/NG SET. . . . . . . . . . . . . � � ,- � �---- ' -`-°-�---�-�� , ' � �� � � � ��j - - � I �tf(����'u A B ` --- ------ � � __Y_z -- - -_---- . . . . . . [) - - - - - - - - - - - - - - - - - - -0 - - - - - - - - -- - � - � - °�;" � - ° �- -I- - - - --4-I-I-� ( �- ����� - - --�" - - - - - - - - - - ____ _ - - - - ___ - - _ - - - C� PERM�RESUBM/TTAL � T ° � � � � � / ( � � Il��llli i` 801 �.� � _- - - - - - - - - - - - �" � . . . . . . . . . . . . . � � I E�i,,,, �r v I I I � � �1��4��� ,/ �� f � � 04-0�:�D: . . . . . : : . . . . . . . . � � , � 2 1�o O D-► r D � ���iiii B �—� -1 � j������iq ��'� % PERM/T RESUBMITTAL 2 . . . . . � - - - - - - - - -- - - - - � - - - - - 1 LT6.1 '`�.� — - - - - - _ — _ - - - ` �� - - - - - - - - - - - - - - - - - i - - - - - - - - � - - - - - - - - _ — _ — � — _ -- �°` . . . . . . . . . . . . . . . . . . . . . I- — 2 i i � �i -c� �� -�� `� � I -- 1 � '-6" � '���'' � � °� � \�'' \ \ �C �� / I '�/ ( � 3 i FI iii E'1172' - - - E �E�! ' V � � � . . . . . . . . � . . . . . . . . . . . . . B - - - - -- - - - - - - - - - - - - - - - -� � l' �� 1/ � ��f F I I i 1� - �p_ i _—_ S _ _____ T --___ —.__.�--�_---� - O - - - - - - - - - - - - - - - - � - - - - - - - - --F - - - - - - - - -- - - --I- - - - - - � . . . . . . . . . . . . . . . . . . . . . . �� - �;� / z=-�3�.3� -._ _� ��= i �,'' �.✓ � —--- — —— --- -�—� — - - MS � � � . . . . . . . . . . . . . • • • • • • T,� —'Ffk — — — — —'Ff� f D1 O � � � '1 �� O i i i : . . . . • - • . . . . . . . . . . . . . . � 507 LT6.1 508 50q I i /� - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - -�- - - -- - - _ — _ —fi - - - - - - - - .__ _ — _ � _ .,— _ ._._ _ --_ �q . : : : : : : : : � : : : : : : : : : : : � , s . . . . . . . . . . . . . . . . . . . . . . , , : . . . . . . . . . . . . . . . . . . . . . 1 ��oF co�o� � � r � ' i ,`Q' 9p � : : : : � : : : : � : : : : : : . : : : : � �q � K � : : : : : : : . : . . . . : : : : : : : : : 4 �J � 7 � 7A � � � 3057 1 � � ,----' F�,`S�D p►RG��,��� � 1 M�IN LEVEL LIGHTING PLr�N D�Tr�tIL NOTE�',�' LT-1.1 SGALE: 1/4"=1'-0" 1Q E.G.TD PRDVIDE fiZEMOTE TRltNSFORMER(5)f45 REQUIRED BY LA,4D. M,dJCiMUM WATT,4GE,�LLOWA�BLE PER SECANDP�RY 6RE4KER OF THE ' TR,4N5FORMER 15 SP%OF TOTrhL OP TFfE 5EGONDARY BRF�4KER,4MP FZ4TING MULTIPLIED BY THE VOLTAGE OF THE LOAD(ie:24Y x 20�4 x 80%_ 384W.OR 12V x 20A x SO%= 1GT2W).E.G.T�F'f20VIDE LOW VOLT1kGE FEEDS TD LIGHTING LU�DS,a5 DETERMINED BY QU,+lNTITY A�ND WRTf�GE.E.G.TO GOORDINATE EXftGT LOGATIONS O�ALL TRAN5FORMERS�4hID AGGE55 ' PANELS WITH INTEt?IORS,4ND�4RGHITEGT PRIOR TO i20UGH-IN. , O E.G.TC7 VERI�Y EXAGT LOGfiTIONS FOR,4LL..IN FLOOR A�ND WJ�4LL MOUNTED ' TL OUTLETa WfTH FURNITURE Pi.r4N, INTERIORS�ND�4RGHITEGT PRtOR TO ROUGH-iN. EG TO GONNEGT TOP OUTLET OF DUPLEX REGEPT�4GLE TO , SWITGHEI?GIRGUIT, BOTfOM TQ BE WIREi7 f+5 GOHSTANT HOT_ PRD,f EGT 30 E.G.TD PROVIDE GONTROL GIRGUIT POR FIREPLAGE IGNITOR.E.G.TO VERIFY GONNEGTION ANF OPERATING REQUIREMENT5 Vlf�WTRON WITN FIREPI..ftGE C]RAN D AN N EX , M,4NlUF,4GTURER. 4O PROVIDE ONE W,+�LL MOUNTED LUTRON 5T/kTION AT BED5IDE.EXAG7 �ac,�rioH�ro ee coor�.viN,��v wrrH i�vr�oRS�r���cHirecr�iorl to VAIL MOUNTAIN LODGE Rou��+-iK. VAIL, C4LORADO 5O SGONGE HEIGHT TO BE DETERMINED. LOG.�TION TO BE GOORDINf4TED WITH DESCRIPTIDN It�tTERIORS/ARGHITEGT. O(� LOG�4TIDN POR REMOl'�POWER SUPPLY FOR�IXTURE TYPE'R'BY EG. M A(N L EV E L DIMf4BLE POWER SUPPLY TO BE 51ZED ftGC'ARDING TO LOAD,4TT�4GHED. L I V H T I N� P Lf1 N RE�ER TO MANU�AGTURER IH5T,41.Lr4TlO�t INSTRUGTIONS. � MOTORIZEI�SHIkDE BY OT'i-IERS. E.G.TO VERIFY GONNEGTION AND $CALE: �I4°_��-O�� OPERA�TING REQUIREMENTS Vift GOHTROL 5Y5TEM WITN 5Hf4DE , MEkNUFftGNRER. SHEET 8O SWING�4RM LIGHT PIXTIJRE TO BE SEL�SWITGHING. O thIDIVIDU,4LlY GIRGUITED f{NQ GC3NlROLLF�7,hDJUSTfiBLE READING DOWI�tLIGHT TCl BE L4MPED WITH GE PREGISE Q42MR16/GM�lSP9 LAMP.4ND � ry ' LENSED W�TH GLEf�R LENS. • � � ' \ ,�,. . . � . . . . . . . � ......,. . . . � . . . . . . . . . . . . . . . . � ..� �. � . . . � . - �� � .�rm,n,xz:,nnn.wr� � .. � 5 � � , � - � � D�T,41L NQT�S , � � - - -- - - - - - - - - - - - - - - - - - - - - --� � � - — - — - - - - - - — - — - — - — -� - — -— - — - - — _ T _ _ - — - — - — - - - 1� E.G.TQ PtZOY1DE iZEMOl"E TRr4T�l5FOtZMH2(5)P5 REQUIRET�SY LO�D. ' � � M,4XIMUM W�4TT,46E�LLAWA�BLE PER SEGONPI�RY BRF.A+KER OF THE � � TRf�MSFORMER 15 SU%OF TOT�4L OP THE SEGONDA�RY SRF�4KER.4MP RO L3 E�T S I N G E R R�TING MULTIPLIEI�BY THE VOLTI�4GE OF THE LOAD (ie:24Y x 20,4 x 80%_ i ! 384W,OR 12V x 20,�x SO% = 192YV). E.G.TO f'ROVIDE LOW VOLTfkGE FEEDS � � TD LIGHTING LOftDS fti5 tJETERMIrIED BY QU1kNTITY,4N17 Wf4TTAGE.EG.TO GQORDINATE EXftiGT LOGATiOhlS OF ALL TRf4N5FORMERS AND AGGE55 ASS V C I AT EJ I N C. � PAt�lELS WITH ItyTERIORS faND ftRGHiTEGT PRIOR TO ROUGH-IN. � E.G.TQ VERI�I"EXAGT LOG,hTIONS POR�LL.IN FLOOR/�ND WA1.L MOUNTED TL QUTLETS WITH FURNITURE PLAN, �r,r��oRS�v�cHrrecr��oR ro DESIGN CONSULTANTS � � ROUGH-IN. EG TO GONNEGT TOP OUTLET OF DUPLEX REGS°L4GLE TO LIGHTING SPECIALISTS SWITGHED GIRGUIT, BOTT�M TO BE WIRED A5 GONSTANT HOT. � Corporate Member 3�+ i'ROVIDE ONE WALL MOUNTED L.UTRON 5Ti4TION AT BEDSIDE.FJCAGT IALD IES � LOGATIG7N5 TO BE GOORI?IN1kTED WITH INTERIORS AND ARGHITEGT PRIOR TO" ' ROUGH-IN. i i po box 8929 1512 w. silver pine 4Q SGONGE HEIGHT TO SE DETERMINED. LOGA�TION TO BE GOORDINATED WITH aspen_co 81621 anthem_az 85086 INTERIORS/�RGH�TEGT. T 970_963_5692 T 623_551_7667 F ' �5 ' F 970_963_5684 623_551_7677 C - -- - - - - - - - -- - - - - - - - - - - - — _-' � _-�H��_ _-- - - - - - - - - - - - - - - - - - - - - - - - - - - � c' LGGr4TI�NFORREMG?l"EP�WERSUPf'LYFOR�IXTUREl1'PE'R' BYEG. < < 5� DIM,4BLE POWER SUPPLY TO BE 51ZED,4GGORDING TO LOfiD ATTftGHED, ° � BAT �ii -� �= __= i,, � � �'-1O" REPEiZ TO M/�NUFAGTURER INSTA�LLP.TIDN INSTRUGTIONS. 655 2. vQ112y Yd, SU►te 200 � � 3 I i ii a � iII i q � 6 bASQIt_CO$1 g21 t �ihN �� r� �,ii �1 MOTORIZED SHP�DE BY OTHERS.E.G..TO VERIFY GONNEGTIDty AND � � � � OPER�TING REQUIREMENTS�IA GONTROL 5Y5TEM WITH 5HA17E www.robertsingerlighting.com � � . � � � � � . . . . � � . . � (V � � Ihll D,�-,. ` � T , �tt'{ `. .� _ � B , . � . . � � � . . � � . . � �2005ROBFRTSINGER&ASSOCIATESMC.NOTEi ALL � � � � . — -- A t��y,, � �, ____= M,�NU��c-ru�R. � � - � � � � � � � � � � � � '��� LT6.1 � � . � � . DESIGNS.IDEAS,AND CONCEPTS DEVELOPED IN THtS 22 � '� q� � � DRAWING SHALL REMAIN AT ALL TIMES THE SOLE PROPERTY � 02 2 3 I�, ,� t ' f t fr�r� � �1 Q LOGftTION FOR REMOTE POWER SUPPLY FOR�IXIURE IYPE'KT BY EG. OPROBERTSINGER&ASSOCWTESINC.ALLDRAWINGSARE �� D DIMABLE POWER SUPPLY TO BE 51ZED,+4C.GORt71NG TO LO,��D A�TT�4GHED, pRQ{DITOECTI�E51 NER!ALLSITESPECFlCC ND�'ONSAND '! II� �� B� ` +� �i�t � � 276 REFER TO MANUFAGTURER INSTALL4TION INSTRUGTIONS. omneNSrorvsroae coNrRncroRVeaiFieo.coNTxa,croR � � � � � � ASSUMPTION OF ALL RESPONSIBILIiY IS HERE INPERRED AND . . . . . . . . . .. . ,Z,O,� � � Dq � S �f(I{ L � � � � � � �Y INTERPREfATION OF DRAWINGS IS TQ BE CONFlRMED 6Y . . . �I � � M C `�� B Q.JWING ARM LIGHT FIXTURE TO BE�JELP SWITGHING. DESIGNER.ALLWORKMUSfBEMCOMPI.EfEACCORDANCE �i���� r LT6.1 � , �i � � WRH ALL CODES,REGULATIONS,AND REQUIREMENTS OFALL B,. . � � GOVERNINGAUTHORff1ESHAVINGJUR6DICT70NOVERTHIS i i�f�i'� � ���� G i D � SWING r4RM LIGHT FIXTURE TO BE SELP SINITGHIh1G. TO BE PLU6GED INTO woRK iNCwoiN��oca�un�mes,c.nio iN nccoeoa.r�ce � . . . . ...' � � � . . � � " � I I�I � I�li I � � � � � DRAWINGS,SPDEGFICA�TIONSE�uEAS DESIGNS AN D . � . . FLOOR DUTLET�tNI?frLLOW LONG ENOUGH GORD FOR BED TO MOVE TO . � . . . � .. . . . . . . .. ����I . 1� j � � � � . . � {N/+t(„�.. . � � . � � . � ARRANGEMENTS REPRESENTED THEREBYARE AND SHALL� . . � � . . � . � � . . � . . . � � _: ��� I ! ' � � � � ��� � � . REMAIN THE PROPERTY OF THE DESIGNER AND NO PkRT � � '� (V � � � � TNEREOF SHALL BE COPIED,DISCLOSED TO OTHERS,OR USED . . � . � � . I ��B .$ � S. ��b` �. �� � " � � � � . ��NCONNECfIQNWfTHANYWORKORPROJECTOTHERTHAN . � �� . . . � � � � _—_____________ ____ ___ _ . B � � . r�/�r� . . � . � . � . � THESPEqFIEDPRQJECTFORWHICFiTHEYHAVEBEEN . . . � ._—=-=c====cc=cc=== � . . . . . ... . . . . ------------ -- -- � --- — ----------------- �' � � IIII� 1p` `_'�—_ _ _ _ �I� � � . . . PREPAREDANDDEVELOPEDWITHOUTTHEWRITfENCONSENT � . .. 4 ........ . . . . .. � — '.! + — — — — — — — — — — — — — — — — — — —�---_ — — — — — — —.—_ � — - — —GtJG — —D . — —— — — — — — — — — — — — — .� . . . . . OF7HEDESIGNERS.VISUALCANTAGTWfTHT}iESEPLANSOR... . . � SPECIFICATIONS SHALL CONSTITUTE CONCWSNE EVIDENCE � OF ACCEPTANCE OF THESE RESTRICilONS. — _--_� ---- -- . . . .. . � ----- � . . . — + ,,,, . � . . . � � � � _—_—=y — =`-——_� ....— . . . � � . � . � � .. . � . . � � . . . � .. . . . . . � . . . � � � .� V � �� Qr �7'�"R b � ----- �. � � . � . � . . . . . . . � — �� II� i 8 J � J i 5, - � --- ------- -------�- --- ^-- --- �6 ui � __=-»_______________ ________ ___-_________ :� $ B a4 B ;� � ,3 � -- -^------------- -- - -- ------------ � b � ��f I � � B � ,T, , �� = � 20� ,6 �, ��_ �,4 1 HOUi� �55�M'�3LY NOT� . . . f . � i � ,� �) 6 � � . � i � ii i� ii i ii ii . �� � . . . . . . ,` i ,� , II m �� � i q 2 i� D10 ii ii �) FIXTURES TYPE 'B' LOGIkTER IK 1 NOUR GEILING TO BE REGESSED IN EZ , �\ , , i �_ �ID1 , i��i � i LT6.1 ����B i BpeRRIER t HOUR,aS�EMBLY. REFER TO D12/LT-b.L `, � �------� I�i p ' g i � �T i `�i i�ii iR i� ii ii�i f �� �� � �i ii i� .._.. ii u i� `� f'` I t� � � �� � I i �I� I I 1 I I E f i � i i i l I I I I �I� �� ,F i � - � ( �� ���, i�n n u n u u ii ' �SSUB: � . � ; �i f� � n � � . . . . . . . . . . . i � 2Dt I�ii WL i - 2 . . . , , I � �I ��,� „'--, �- �� ;�' OZ-2�:10: : . . . . . . . . . . . . . . 4 , i � �-- _ _ 1— ��'i i i i u i i i�� i ``.\ 'i�� i `�` � 8 i � -�� �; ` ——q�' _'�ii -J �iii=— — i'� � iIL SCHEMAT/CDES/GN . . . . . . . � ii t � ,i B ii u � u��— i ( ii g � � �\ i�p i � 208 1-� i� (I}� �E i� u�i ii i� i ii � � _ • . • • . . . . . . . . . . . ���� � � a -___ __ � � ��-_ _ ��-�- ► _�E��_�_ � ;��� _ � _��__ � �ii , �3-�.�:�0: . �'� ` ___- - _=_=-�=- = I� - - � PRIC/NG SET [) - - - - - -- �' - - — ' - - - - - — -�_ -=___�_ =_=-�= -_ �� _ � -=�=��e-�`"`_���� _ _ _�� -- - - - � . . . . . . . . . . . . . . . . ioi i -_ �,m..,��_ _- �� i�� �'��� =1°i��-- � rri�"- -�°r�r° N5 TO BE IN�4TED IN . . . . . . . . . . . . . . . M ��- =��_�=�-_�� - 3��-ro: . . 4�� i i A �- - - �� T- i ih u G i �i n � i i i i n i i TH I ITEGT, GG. �iii i ii� I L �1 i� ��iiG <<�� � �i�i ii ii � ii ii � PERM/T RESUBM/TTAL 1 III II � � I i f � (1 II 11 II � il II II(I � il � ;� �------ — _°��, � i� �h n u i�ii ii ii �IG . . . . . . . . . . � . . 04-0�:�0: : � � �,� == == °= - =-- = - , � � � E+'I — ���_ � ���� ���_ � �'� - ----� � PERM/T RESUBMITTAL 2 �' - - - - - - - - a�� — - - - - - - - - - - - _ �B � _____ _ - - - - e�— ir�f u,i iin ini $� �I � _ - - - - - - - - - - - m� �— — — i — — —�L i (ib ir i� i�ii ii u ii n i�( . . . . . . . . . . . . . . . . . . . . . . ��� J —t I� I�II ��I� ��u I��� I� . . . . . . . . . . . . . . . . . . . . . . � .. . . .. � - . � �II � . I .. � � - - - - � �4�I . . Ifll � illl I IIII !I!I . . 'I� . . � . . � � � . � � . � . Gp — ° — ° ---- 11°—=�— ��—T� 1LIL��_�_1(ll_�s_e�i �i� -- — -- --- _ --_------ — � p � - -- - - - - �uii - - - - - - --�- - - =_ -__---- _ -_ -- --- _- - - - - - -- - - - - - - - - - - - - - - - - � L7 (2)QED5HADE . . . . . . . . . . . . . . . . . . . . . . �ii -- - P�WER P,4NEL5 , @II �/�j�� ' �/ . . . . . . . . . . . . . . . . . . . . , /y� o��i��/ /,/ � . . . . . . . . . . . . . . . . . . . . . . / LUTROAI GONT120L 5Y5TEM A - - - - - -�- - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - -- - - - - - - - _ _ — _ - - - - - - - � A �TIGLOSURELOGftTION. (3) . . . . . . . . . . . . . . . . . . . f'� PAhIELS TOT,4L:_ /�b� � // . . . . . . . . . . . . . . . . . . . . . . r � , ��� � . . . . . . . . . . . . . . . . . ' LIGHTING F'ft1�lEL5 TO BE LUG,4TED IN MEC.FiANIG�kL. . . . . . . . . . . . . . . . . . . i i RTTIG P�BOVE BATH #2_ • . . . . . . . . . . . . . . . . . . . . 5 6 . . . . . . . . . . . . . . . . . . . . . . 1 UPPER LE1/�L LIGHTING �'L.�N 2 LUTRON FNGL05URE5 LT-1.2 5G,4LE: 1/4"=1'-0" LT-1.2 SG�LE: t�t.T.S. PROJECT GRANDANNEX - VAIL MOUNTAIN LODGE VAIL, COLORADO DESCR/PTION UPPER LEVEL LIGHTING PLAN SCALE: 1/4"=1'-0" ' Q.�O * �L`���,;, SHEET O� � T .�, O W ' Q O � ��;' � m �S � 4.`C'�'�,� � . � . � � � . . . . . � . � . . � � . � � � . � . � . . . ar�m�a�azaaru.i� � .. �� . � . . . � . � � . � . . . . . . .. .. . . . . . � . � . . . . � � . � � . . . . .. . . . � � . 0 . Q � . � . . . . � . � � � . . . . . . . . . . � .. � . . . � . ..� ' . . � � � . . . . . ,- . °, 2" � � Q ����I�� �1 � �I�� ' _ a � tV i 1^IOOD BEAM _ Wf4LL MONORAIL I T1'P� 'T1` I 3.5" REG�55�17 I ry ��N�T�oN eox R-CJBERT 51 N G ER _ �, & � =� e ASSOGIATES INC. `�v m� �-r�cK Fixru� � �ixru�-rr�E �p� DESIGN C�NSULTANTS 4„ TYP� 'TA' I . Lir�� L�'. L1GHTlNG SPEGALISTS forporate Member 2�� MIN V,4LENGE,4T . IALD, lES UNDER5IDE OF G,4BINET po box 8929 1512 w. silver pine aspen_co 81621 anthem_az 85086 T 970_963_5692 T 623_55l_7667 F YY�LL SURF,hGE F970_963_5684 623_55l_7677 655 e. valley rd. suite 200 basalt_co 81621 /� GOUNTER TQP TG? H,RV� - www.robertsinger/ighting.com / MftTTE FINISH . � . � � �� � � � . � . . � . � . .�� � . � . � . � . � . � . �. . . � � � � � . . � � � �2005 ROBERT SINGER&ASSOCIATES ING NOTE:ALL � � . D1 WOOD BE�M TR�GK GONG�PT p2 B,�4GKLIT MIRiZOR LIGHTING GONGEPT n � oES�NS,�o�,5,,�o�oN�E�SO��o�Q�NTH�s � � � � � � D� �� UND�R G/'�BI�ET L/L./1`l��l- 1 � . DRAWINGSHALLREMAINATALLIIMES11iE50LEPROPERTY OF ROBERT SINGER&ASSOCIATES ING ALL DRAWINGS ARE . � . . � . � . � BASED ON INFORMATION SUPPLIED TO R.SA 8Y THE�. � � � LT-6.1 SG�LE:. 1-1/2��=��-��� L"r—(j.� SG��..�: 3"-�'-0" ARCHITEGT/DESIGNER.ALLSITESPEqFlCCONDRIONSAND � � . . . � . . � � �� . � . . � � � . � . . . LT-6.�. � .. SGAI..�: _ ..���=��—U��.� � . .. . . � . DIMENSIONSTOBE CONTRACTORVER�IED.CONTRACTOR � . � � � � � � . . . � . � �. � � � � � � � � � � . � . � � A$$UMPTIONOPALL RESPONSIBILfNKHEREMFERREDAND� �. � � � . . � . � � � � � � � � . � � � � � . � � � � � � � � . ANY MTERPREfATION OF DRAWWGS K TO BE CONFIRMED BY � � � � � � � . � � . � . . . . � . � , �� � � . � . � � . DESIGNER.ALL WORK MUST 8E QJ COMPLEfE ACCORDANCE� � � � � . . . � � � . � . � � � � � � . . � � � � � � � � � 1NfTHALLCODES,REGULATIONS,ANDREQUIREMENTSOFALL � � � � . � � � �� - � . � � � . � � � � . � � � � � � � � . � � . . GOVERNING AUTHORITIE$HAVING JUR6DICTION OVERTHIS � . � .� � . � � .. � � � . � � � � . � � . . � . . . � � � . � � � � � � WORK MCIUDING LOCAL UiIUTIES,AND IN ACCORDANCE . � . � . � . � � . . . � . . . . . � . � ' . � � � . � � . . . � Wf�HFIREUNDERWRITERSREQUIREMENTS.THEA80VE . . .� � . . � . . � - � . � � � � � . . � � � � . � � . . � � � � � DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND � � � � � � : � � � � � ' . . � � . � . � � � . . � � � � . � � � � � � . . � . � . � ARRANGEMENTSREPRESENTEDTHERE6YAREANDSHALL � . � � . � . � � � � � . . � � � � : � � . � � . � � . . � . � . � � � � . � REMAIN THE PROPERTY OF THE DESIGNFR AND NO PART � � � , . � � � . � � . . � � � � � � � � . � � �. � . � � . � THEREOFSHALLBECOPIED,DISCLpSEDTOOTHERS,ORUSED � � '. �� . . . � . . . � � . . � . . . . . . . �. . . �� � � 1N CONNECTION W(TH ANY WORK OR PROJECT OTHFR THAN . . .. . . . . . . . . . .. . � . . � � � . � � . . . . .. � � � � : THE SPECIFIED PROJECT FOR WHICFI THEY HAVE BEEN� � . . PREPARED AND DEVEI.OPED WITHOUT7HE WRITlEN WNSENT "' � . . � � � � � � � � � � � � � . � � � � � � . � � � � � � . �. �� � � � � � � � . OFTHEDESIGNERS.VISUALCONTACTWfiHTHESEPLAN50R �. - - � � � � �. . � . � . .. . � � . � . � � � � � � � . � . � . � � . SPEQFICATIONSSHALLCONSTITUTECONCWSNEEVIDENCE . -�� . � � � . � � . � . � � . � . � � � . � � � � � . � . � . � . OFACCEPTANCEOFTHESERESTRICTIONS. . FIXIUR� IYPE 'K1'. 4�2� . (V � FIXTURE TYPE 'K'. DO NOT F�STEN � /S, _� TO SUR�AGE /SSU2: WOOD BERM 1-1/2" MtN YALANGE . OZ-Z�:�(.I: . . . . . . . . . . . . . . . . FIXTURE'iYPE 'K'. SCHEMA T/C DES/GN WALL SURF�GE 3„ DO NOT �f�5"f�N 5H,4DE POGK�'f O.�-O.�:�O. . . . . . . . . . . . . . . . ro suRF,�c� PRIC/NG SET � 3-'2'�=f0: : : : : ; : : : : : � : : : : : � ��pF eO�OR PERM/T RESUBMITTAL 1 � Q. q 04-0�.10. . . . . . : : : : : : . : : �' PERM/T RESUBMITIAL 2 � A . . . . . . . . . . . . . . . . . . . . . . �1,� 1-1/2" MIN V�tL.,beNGE _ .� . . . . . . . . . . . . . . . . . . . . . . _ 3��: 112�� C-305 61 �. ,��V : : � ' . : : : " : : : : : : : : : : : : W,ALL SURFAGE ' �"��'�Pw��-°; . . . . . . . . . . . . . . . . . . . _�w.,.--�.; . . D5 ST�IR STONE W,4LL W�eSH D,6 M�STER S�DROOM W,�LL YVr45H D7 MTR BEDROOM SH,4I7E POGKET UPLIGHT LT-6.1 SGA�LE: 1-1/2"=1'-0" LT-6.1 SG,hL.E: 1-1/2"=1'-0" LT-6.1 SG�kLE: . 1-1/2"=1'-U" . . . . . . . . . . . . . . . . . • - • • • E.Z. BARRIER PIRE R,4T�D . . . . � - - - - . . . ' . . - - . . . - , ENGLUStJRL=. EL.EGRIGAL . ' ' . . . 11��6 KNOGKOUTS TO BE SF}lLED . . . . . . . . . . . . . . . . . . . . . ?�GGORI?ING TO M�4UNFAGTURES . . . . . . . . . . . . . . . . . . . 1p" �NSTALLP�TION INS7RUGTIONS: TL . . . . . . . . . . . . . . . . . . . . . FIXTURE Tl'�'E 'B' . . . . . . . . . . . . . . . . . . . . HOU5ING .. =� G�ILING.1015T 16" ON � � GENTER t.� . 73��° FIXTURE TYP� 'LT'. - 6 ir GENTER�D OYER BED. : -ry . _ � 1'�3�6" '� . G�ILING SURF�eGE. � , / u���auriK B�v r-��l6' I �.Z. BP�RIZIER FIRE R1�TEI7 �NGL05URE: ELEGRIGAL 1`-'17�6�� KNOGKOUTS TO BE 5E,4LED PRC1f ECT ,RGGORDING TO M,4UNFAGTURES FIXTURE TYP� 'K'. DO � INSTALL.,4TIDN INSTRUGTIONS. NOT PPSTEN TO SURFA�GE 1 FIXTlJRE TYPE 'K'. DO , , NOT FA5'1�N TO SURF,hG� FIXTURE TYPE B _ G RA N D A N N EX HOU5ING LOWEi2 BUNK S�D _ . _� VAIL MOUNTAIN LODGE — — — — — — — — — — — — � - - - - - - - - - - - � s VAIL, COL�RADO — — — DESCR1pTlON : — -- -�--.I���,fi�41,pa_..,,-���C� — — — — — MEG4L SGREEN 1-1/2°,MIN l/,�1.f�NG�.. : 1-33`4� LIGHTING DETAILS GEILING SURFAGE _ �— ' 1'-83��" GEILING SURF�GE SCALE: SEE DETAILS GEILING SURFAGE . 2�-��/�,'� _ SHEET � • Dq SKYLIGHT UPLIGHT GONGEPT D10 B�DR�OM UPLIGHT GONG�PT ` D11 LOWER BUNK 8� GONGEPT D12 �.Z. B,�RRI�R FIR� RRTED ENGL05UR� ,� LT-6.1 5G�4LE: 3"=1'-0" LT-6.1 SG�L�: 3"=1,-0" LT-6.1 SGftLE: 1-1/2"=1"-O" Q LT-6.1 SG�LE: 1-1/2"=1'-0"