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Home My WebLink AboutB17-0429 Approved Plans.pdf iti.lti OF 10 ..,"44.... 4h4t( m. MATERIAL SYMBOLS: GENERAL PROJECT NOTES THE MARKET AT VAIL . _, z 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS. ALL WORK SHALL BE IN EARTH 1 PLYWOOD CONFORMANCE WITH THE GUIDELINES AND CODES ADOPTED BY THE TOWN OF VAIL. 01/08/18 2. EACH TRADE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS PERMIT R E S U B M I TTA L PERVIOUS FILL 1--- / % FINISH WOOD THEREIN. EACH SHALL INVESTIGATE,VERIFY,AND BE RESPONSIBLE FOR ALL REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING INFORMATION BEFORE j�//////////////jj/ j �x� PROCEEDING WITH THE WORK.TAKE SPECIAL NOTE THAT ELECTRICAL AND MECHANICAL DEVICES 450 EAST L I O N S H EAD CIRCLE // !/! ! STONE MASONRY WOOD-ROUGH PLUMBING FIXTURES AND REGISTERS ARE SPECIFICALLY LOCATED. LOCATION OF FRAMING MEMBERS MUST BE COORDINATED WITH THESE ELEMENTS TO ASSURE EXACT PLACEMENT. VAIL COLORADO 81657 MICHAEL HAZARD ASSOCIATES STRUCTURAL CONCRETE BLOCKING 3. ANY UTILITY SHUT OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK,SUCH COPYRIGHT©2017 AS ELECTRICAL, GAS,WATER, SPRINKLER SEWER, ETC. MUST BE SCHEDULED WITH THE APPROPRIATE UTILITY • ®:®• � COMPANIES PRIOR TO COMMENCING WORK. CONCRETE MASONRY UNIT GYPSUM BOARD DECEMBER 632017 a } ,. 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS BY THE CONTRACTOR IN COMPLETE SETS SO y ♦ THAT THE EXTENT AND COORDINATION OF WORK IS MADE POSSIBLE. .I ,1 'F'1' , BATT INSULATION RIGID INSULATION •• ' . { 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING DRAWING INDEX. }�";� � : REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. s , Juvm *4 li �� STEELIMETALASNOTED �� CARPET ARCHITECTURAL: � , 6. WHERE SPECIFIC DIMENSION, DETAILS,AND DESIGN INTENT CANNOT BE DETERMINED, NOTIFY THE WALL SCHEDULE: f • .` ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION. iT WILL BE THE CONTRACTOR'S A0.0 COVER SHEET ... i ' a a RESPONSIBILITY TO REQEST, OF THE ARCHITECT,THE SUPPLY OF ANY REQUIRED DETAILS TO PROPERLY A0.1 BUILDING CODE ANALYSIS; DIAGRAMS W1 3g"25 GA. STEEL STUDS @ 16"O.C. W/(1) •'- COMPLETE THE WORK. A4.01 A3.01 LAYER GYP. D.W. EA. SIDE TO UNDERSIDE 4�!, r 6A. ALL WORK PROVIDED BY THE GENERAL CONTRACTOR WOR HIS SUBCONTRACTORS,SHALL MEET OR EXCEED A1.0 SITE PLAN W1A OF STEEL DECK. WALL TYPE 'A'TO RECEIVE BUILDING SECTION REFERENCE ELEVATION REFERENCE ACCEPTED STANDARDS OF CARE AS DEFINED, DETAILED OR INFERRED BY INDUSTRY STANDARDS AGENCIES A2.0 SECOND FLOOR EXISTING/DEMOLITION FLOOR PLAN FULL CAVITY SOUND ATTENUATION BATT / % : :: : FOR THE VARIOUS SUBCONTRACTOR TRADES. INSULATION( 7. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE 142.1 SECOND FLOOR LAYOUT FLOOR PLAN a ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS,AND/OR CONFLICTS BEFORE PROCEEDING As.01 WITH THE WORK. A2.2 SECOND FLOOR FIXTURE COORDINATION FLOOR PLAN : N O : ,---, A2.3 THIRD FLOOR LAYOUT FLOOR PLAN 3g°25 GA. STEEL STUDS @ 16"O.C. W/(1) X$X 48" 1 1 i 0 7 ' 2 0 1 7 A DETAIL REFERENCE DETAIL REFERENCE 8. ALL DIMENSIONS SHALL BE VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WORK. NOTIFY THE W2 LAYER GYP. D.W. EA. SIDE TO UNDERSIDE X X 1 1 i 1 7 i 2 0 1 7 Q ARCHITECT IN WRITING OF ANY DISCREPANCIES. A2.4 SECOND FLOOR REFLECTED CEILING PLAN .., F.F.ELEV. W2A OF STEEL DECK. PARTITION TO BEH �_, 1 2 i 5 i 2 0 1 7 0 a 9. UNLESS NOTED OTHERWISE,ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF THE A2.5 FIRST FLOOR GARAGE RELECTED CEILING PLAN CONSTRUCTED ACCORDING TO UL ►� 100'-0" A4.01 STUDS SUPPORTING THE WALL. ASSEMBLY 419. WALL TYPE'A'TO RECEIVE ►� A3.0 PROPOSED EXTERIOR ELEVATIONS FULL CAVITY SOUND ATTENUATION BATT / ►i HEIGHT REFERENCE SECTION REFERENCE 10. UNLESS NOTED OTHERWISE,ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL INSULATION ..._1FINISHED SPACES. A4.0 INTERIOR ELEVATIONS ril 11. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC A4.1 INTERIOR ELEVATIONS ACTIONS. W3 REFURBISH EXISTING RATED WALLS TO ROOM NAME A4.2 INTERIOR ELEVATIONS CONFORM TO UL ASSEMBLY 419 REVISIONS 12. ALL EXTERIOR FERROUS METAL WORK LOCATED ON EXTERIOR OR IN NON-CONDITIONED INTERIOR =) A 100 SPACES SHALL BE HOT DIPPED GALVANIZED(EXCEPT FOR ORNAMENTAL METAL(S)). A5.0 SCHEDULES W4 35"25 GA. STEEL STUDS @ 16"O.C. W/(1) 44" THE, REVISION REFERENCE ROOM NAME 13. THE ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM STRUCTURAL: LAYER GYP. D.W. ON EXPOSED SIDE TO MARKET VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND UNDERSIDE OF STEEL DECK. PROPER FOR THE INTENDED APPLICATION AND USE. S2.1 MAIN FLOOR FRAMING PLAN AT AW6 14. ALL MATERIALS AND EQUIPMENT THAT IS INCORPORATED INTO THE WORK SHALL BE NEW AND OF THE S2.2 MEZZANINE FRAMING PLAN NOS USE° VAIL BEST QUALITY SPECIFIED. ALL WORK PERFORMED SHALL BE DONE IN A WORKMANLIKE MANNER ONLY S3.1 STRUCTURAL GENERAL NOTES; DETAILS BY PERSONS SKILLED IN THE TYPE OF WORK TO BE PERFORMED,AND IN ACCORDANCE WITH ALLTREE TOPS PLAZA GRID BUBBLE WALL TYPE REFERENCE APPLICABLE CODES,ORDINANCES AND/OR STANDARDS AGENCIES(E.G.AICP;SMACNA). S3.2 STRUCTU RAL DETAILS VAIL, COLORADO 81657 1 W5 3g"25 GA. STEEL STUDS @16"O.C. W/(1) 1'-72" PROJECT NO . 2016 10 01 15. AT ALL TIMES,THE PREMISES SHALL BE KEPT CLEAN FROM THE ACCUMULATION OF WASTE A4.0 LOADING MAP LAYER GYP. D.W. ON EXPOSED SIDE TO X 1 MATERIALS AND DEBRIS,AND UPON COMPLETION OF THE WORK SHALL REMOVE ALL WASTE 141 11" X4-" MICHAEL 4 A8.01 2 MATERIALS AND RUBBISH,AND LEAVE THE WORK IN A BROOM CLEAN CONDITION. UNDER NO S4.1 REINFORCING MAP UNDERSIDE OF STEEL DECK. 1 A CIRCUMSTANCES IS FOOD TO BE LEFT OUT IN THE OPEN UNLESS IT IS PROPERLY WRAPPED _ HAZARD AND STORED IN A SUITABLE CONTAINER. UNFINISHED FOOD SHALL BE THROWN OUT IN A A4.0 INTERIOR ELEVATIONS - CONTAINER WITH A TIGHT FITTING COVER AND REMOVED FROM THE SITE AT LEAST ONCE PER WEEK. ASSOCIATES INTERIOR ELEVATION REFERENCE WINDOW TAG MECHANICAL: 16. ALL CUTTING AND PATCHING REQUIRED DIRECTLY OF INDIRECTLY BY THE SCOPE OF WORK M1.1 MAIN LEVEL MECHANICAL FLOOR PLAN PORTRAYED IN THE CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE CONTRACTOR'S - ARCHITECTURE 0 WD. --.--/--.--TILE PROPOSAL. ALL SURFACES ARE TO BE RETURNED TO THEIR PRE-CONSTRUCTION APPEARANCES. M1.2 UPPER LEVEL MECHANICAL FLOOR PLAN II WHERE EXISTING MATERIALS CANNOT BE FOUND OR PROPERLY MATCHED THE ARCHITECT IS TO BE PLANNING MATCH ADJACENT WALL CONSTRUCTION DOOR TAG MATERIAL BREAK NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK. W6 M1.3 MECHANICAL GENERAL NOTES; SCHEDULES INTERIORS 17. ALL AFFECTED PARTY WALLS ARE BE RESTORED TO MEET CURRENT BUILDING CODES FOR FIRE RESISTIVE - 7? ABBREVIATIONS. SEPARATION. ANY EXISTING CONSTRUCTION DISCOVERED TO BE INADEQUATE IN THIS REGARD IS TO BE M1.4 MECHANICAL DIAGRAMS & DETAILS W7 k" RECONSTRUCTED AS REQUIRED TO MEET OR EXCEED ALL CURRENT BUILDING CODE REQUIREMENTS. PLUMBING: EREFURBISHED. EXISTING STORE-SIDE XISTING 6" STUD WALL CAVITY TO DRYWALL TO BED MOLI HED. NEW FULL X X SIMILARLY,THE FIRE SEPARATON BETWEEN THE GARAGE AND RESIDENCE IS TO BE CONSTRUCTED TO ABV ABOVE FUR FURRED(ING) PSI POUNDS PER SQUARE INCH MEET OR EXCEED ALL REQUIRED BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL P1.1 MAIN LEVEL PLUMBING FLOOR PLAN CAVITY SOUND ATTENUATION BATT A AFF ABOVE FINISHED FLOOR GA GAGE,GAUGE PL PROPERTY LINE CONTRACTOR TO REPORT ANY SUCH DEFICIENCIES TO THE ARCHITECT AND PREVAILING BUILDING CODE INSULATION TO BE INSTALLED. INSTALL(2) A AP ACCESS PANEL GV GALVANIZED QT QUARRY TILE COMPLIANCE OFFICER AND OBTAIN HIS WRITTEN APPROVAL OF ANY PROPOSED MITIGATION MEASURE(S). P1.2 UPPER LEVEL MECHANICAL FLOOR PLAN LAYERS OF g" GYP. D.W. AC ACOUSTICAL GC GENERALCONTRACT(OR) REF REFERENCE �� ADD ADDENDUM GL GLASS,GLAZING REFR REFRIGERATOR SITE WORK P1.3 SCHEDULES ADJ ADJACENT GYP BD GYPSUM BOARD REINF REINFORCE(D),(ING) 1. ALL EXISTING STRUCTURE AND BUILDING ELEMENTS SHOWN ON THE DRAWINGS HAVE BEEN DRAWN FROM ELECTRICAL: ALT ALTERNATE HB HOSE BIB REQD REQUIRED AVAILABLE RECORD DRAWINGS.THEREFORE THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED ALUM ALUMINUM HDW HARDWARE RES RESILIENT APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES,THE EXISTENCE OF WHICH MAY NOT BE PRESENTLY E1.1 MAIN LEVEL LIGHTING FLOOR PLAN ARCH ARCHITECT(URAL) HDR HEADER REV REVISION(D),(ING) KNOWN. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND IS TO NOTIFY THE BASMT BASEMENT HTG HEATING REVS REVERSE ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. E1.2 UPPER LEVEL LIGHTING FLOOR PLAN BRG BEARING HVAC HEATINGNENTILATING/AC RH RIGHT HAND 2. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT TRACKING OF E2.1 MAIN LEVEL ELECTRICAL FLOOR PLAN BVL BEVELED HT HEIGHT R RISER MUD OR SOIL ONTO PUBLIC THOROUGHFARES.AT THE END OF EACH DAY THE CONTRACTOR SHALL BIT BITUMINUOUS HC HOLLOW CORE R&S ROD AND SHELF CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS. E2.2 UPPER LEVEL ELECTRICAL FLOOR PLAN 4 BLK BLOCK HM HOLLOW METAL RD ROOF DRAIN BLKG BLOCKING HOR HORIZONTAL RDT RECESSED DRAPERY TRACK 3. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND ELEVATIONS AND VERIFY THE LOCATION E2.3 POWER CALCS, DETAILS, NOTES SCHEDULES BOT BOTTOM HWH HOT WATER HEATER RFG ROOFING AND ELEVATION OF EXISTING UTILITY LINES AND STRUCTURES TO BE CONNECTED TO THE WORK. BLDG BUILDING INCL INCLUDE(D),(ING) RM ROOM DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. UL DESIGN NO.G521 CPT CARPET(ED) ID INSIDE DIAMETER RO ROUGH OPENING n UNRESTRAINED ASSEMBLY RATING- R/S ROUGH SAWN SEALANTS CSMT CASEMENT IBC INSTALLED BY CONTRACTOR n 2-HOUR C CAULK(ING) 1130 INSTALLED BY OWNER S SEALANT(EXTERIOR) 1. ALL SEALANT JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MAXIMUM/MINIMUM SIZE CLG CEILING INS INSULATE(D),(ION) SHTG SHEATHING IN THEIR INSTALLED POSITION AS RECOMMENDED BY THE MANUFACTURER. 1. Sand-Gravel Concrete-150 pcf unit weight,3500 psi CT CERAMIC TILE INT INTERIOR SM SHEET METAL compressive.(Existing-Verify in Field) CLR CLEAR JC JANITOR'S CLOSET SIM SIMILAR 2. DEPTH OF SEALANT JOINT SHALL NOT EXCEED 1/2 THE WIDTH OF THE JOINT. 2. Welded Wire Fabric-6X6, 10/10 SWG. , COL COLUMN KIT KITCHEN SC SOLID CORE / El 4 3. Metal Lath-3/8 in.rib,3.4 lb/sq yd expanded steel;tied to each CONC CONCRETE LAM LAMINATE(D) SPEC SPECIFICATON(5) 3. ALL SEALANT JOINTS SHALL MAINTAIN CONTACT WITH THE ADJOINING PARTS WITHIN ALLOWABLE 5 joist at every other rib,and midway between joists at side lap with CMU CONCRETE MASONRY UNIT LAV LAVATORY SQ SQUARE DIMENSIONED CHANGES IN THE THE JOINT SIZE. ALL SEALANT JOINTS SHALL MAINTAIN DURABILITY I 18 SWG galv steel wire.As an alternate,the form material for the CONST CONSTRUCTION LH LEFT HAND STD STANDARD AND INTEGRITY UNDER ALL SPECIFIED CONDITIONS AND CONDITIONS OF THE LOCALITY WHERE THE L concrete may be corrugated steel deck 9/16 in.deep of 28 MSG CONT CONTINUOUS L LENGTH ST STAIN PROJECT IS LOCATED. i (min)galv steel welded to supports 15 in.OC with washers.The P.O. BOX 1068 STL STEEL concrete thickness shall be measured to the topplane of the CJT CONTROL JOINT LDT LIGHT AND DRAPERY TROUGH 4. ALL SEALANT JOINTS SHALL BE INSTALLED WITH THE APPROPRIATE JOINT FILLER. CPR COPPER SD STORM DRAIN steel deck.(ExistingV.I.F. LT LIGHT TROUGH - ) CUST CUSTOM LTL LINTEL STR STRUCTURAL 5. PROVIDE CUSTOM COLOR FOR SEALANT EXPOSED TO VIEW FROM THE MANUFACTURER'S FULL RANGE 8 © 8 C 4. Steel Joists-Type 10J3 min size,spaced 24 in.OC,welded to VAIL, COLORADO DT DRAPERY TROUGH TEL TELEPHONE LVR LOUVER TV TELEVISION OF SELECTIONS,AS SELECTED BY THE ARCHITECT. end supports.(Existing-V.I.F.) 81658 DTL DETAIL MH MANHOLE 5. Bridging-1/2 in.diam continuous steel bar stock,welded to top DIM DIMENSION THR THRESHOLD 6. THE SEALANT MANUFACTURER SHALL VERIFY THAT ALL SEALANTS USED FOR THE EXTERIOR WALL and bottom chords of each joist. DR DOOR MFR MANUFACTURE(ER) T&G TONGUE AND GROOVE ARE CORRECT FOR THE APPLICATION SHOWN AND WILL BE COMPATIBLE WITH EACH OTHER BEFORE, 970.949.4958 P MO MASONRY OPENING 6. Furring Channels-Formed 718 in.high by 2-11/16 in.wide at DWG DRAWING TS TOP OF SLAB DURING AND AFTER CURING. MTL MATERIAL top and 1-3/4 in.wide at bottom,of 25 MSG galv steel as shown, 970.376.0066 C DF DRINKING FOUNTAIN TSL TOP OF STEEL spaced 24 in.OC perpendicular to joists.Channels fastened to MAX MAXIMUM ELEC ELECTRIC(AL) MECH MECHANIC(AL) TW TOP OF WALL INSULATION AND VAPOR BARRIER each joist with 18 SWG galv steel wire bent into double strand M HA@ VAI L.N ET EL ELEVATION(S) MC MEDICINE CABINET TB TOWEL BAR 1 saddle ties.Channels spliced with adjacent pieces overlapped 6 ELEV ELEVATOR MMB MEMBRANE TR TRANSOM 1 FRAME PERIMETER WALLS:ALL WALLS BETWEEN HABITABLE SPACE AND UNHEATED CRAWL SPACES in.and tied with double strand of 18 SWG galv steel wire at each EQ EQUAL MET METAL T TREAD OR ATTICS ARE TO BE INSULATED. n and of overlap.As an alternate,furring channels may be secured EXH EXHAUST TYP TYPICAL M METER(S) UNO UNLESS NOTED OTHERWISE 2. FIBERGLASS THERMAL WALL INSULATION SHALL BE HELD IN PLACE WITH FIBERGLASS STRAPPING AS REQ'D. to 1-1/2 in.cold-rolled channels at every intersection with double EXG EXISTING MM MILLIMETER(S) VB VAPOR BARRIER strand of 18 SWG galv wire.Cold-rolled channels spaced 24 in. EXT EXTERIOR FOC FACE OF CONCRETE MIN MINIMUM VIF VERIFY IN FIELD 3. WALL VAPOR BARRIER SHALL BE CEERTAINTEED"MEMBRANE".TAPE AT ALL DISRUPTIONS IN THE MEMBRANE. 3 OC and suspended perpendicular from lower chords of joists with MIR MIRROR (IE:WINDOWS AND DOORS). FOLD INTO BACK BOXES AND TAPE TO FORM CONTINUOUS SEAL. PROVIDE n 8 SWGgalv wire spaced 48 in.OC alongchannels. (Existing FOF FACE OF FINISH VERT VERTICAL AND INSTALL SEALED ELECTRICAL BOXES AND OUTLETS TO MINIMIZE VAPOR PENETRATION AND ENERGY 4 p MISC MISCELLANEOUS VCT VINYL COMPOSITION �� Li V.I.F.) FOM FACE OF MASONRY MULL MULLION WC WATER CLOSET LOSS INTO THE EXTERIOR WALL CAVITY. © I 7. Gypsum Board*-5/8 in.thick,4 ft wide,installed with long FOS FACE OF STUDS NAT NATURAL I FIN FINISH(ED) WP WATER PROOFING dimension perpendicular to furring channels and side joints NR NOISE REDUCTION WWF WELDED WIRE FABRIClocated midway between joists.Fastened to furring channels with FF FINISHED FLOOR ELEVATION NOM NOMINAL c,- '11 FE FIRE EXTINGUISHER W WIDTH,WIDE / 1-in.wallboard screws spaced 12 in.OC,2 in.from butted side NIC NOT IN CONTRACT WDW WINDOW and end joints.End joints continuous and constructed as shown. FDC FIRE DEPARTMENT CONNECTION NTS NOT TO SCALE WO WITHOUT © C C Alternately,end joints of wallboard may be staggered and FHC FIRE HOSE CONNECTION OPG OPENING WD WOOD similarlyfastened to additionalpieces of furringchannel which OCTOBER 1 6 , 2 0 1 7 PERMITS FEC FIRE EXTINGUISHER CABINET OPP OPPOSITE NOTICE: For purposes of administrative convenience only, the Instruments of FPL FIREPLACE extend 3 in.beyond each end of joint.Wallboard joints exposed APRIL 6 , 2 0 1 7 DPH OPPOSITE HAND Professional Service of multiple professionals from several disciplines have been or covered with joint system.(New Construction) FP FIREPROOFING,SPRAYED OH OVERHEAD y ( FLG FLASHING PR PAIR 8. 8.Screw,Wallboard-1 in.long,9164 in.diam,self-drilling and collated into a single binding. Each professional remains solely responsible for the FLR FLOOR(ING) PK PARKING self-tapping,Phillips-type head,Screw heads exposed or covered professional services represented by that professional's Instruments of Professional COVER SHEET FD FLOOR DRAIN PVMT PAVEMENT with joint cement. Service as well as with respect to all services provided by such professional and no FTG FOOTING PL PLASTIC LAMINATE *Indicates such products shall bear the UL or cUL Certification Mark professional shall be considered or held to be professionally responsible for the FND FOUNDATION PT POINT FB0 FURNISHED BY OTHERS PSF POUNDS PER SQUARE FOOT for jurisdictions employing the UL or cUL Certification(such as services of any other. For purposes of this Notice, "Instruments of Professional FPHB FREEZE PROOF HOSE BIB Canada),respectively. Service" shall include a professional's plans, specifications, reports, and all other i 2-HR RATED FLOOR/CEILING ASSEMBLY project documents prepared by such professional with respect to the Project. AO • 0 A0.0 3/4" = 1'-0" UNRESTRAINED ASSEMBLY-2 HR UL DESIGN NO. G521 SHEET NUMBER 0 IAF P4 ..c _ .7.7. z 4ti NEW POWER OPERATED DOORS 01/08/18 SHALL COMPLY WITH IBC SECTION 1 2 3 O 1010.1.4.2 O 7 oo ED EP EP \ \4 5 \6 7 \8 \9 10 1 ..1 I I I I \ a �.� # III_I✓ I `� I� I I I I III a I I I \ i I 1 I I 1I I I I I MICHAEL HAZARD ASSOCIATES S S OCIA TES COPYRIGHT©2017 I- - I — r - - - — I ml .. . 111 IN — _ _ _lip_ _ _ ii - - - . -- _11r :, — IO - O 1 7 - - - - - - I Nbik,Q... . r,I 0 410, --e. t!� i/ I I Iu I � 0 _r '� _ _ 1 •, ,„%h„ ___, _ _ ' 1. • x -. 78' : 210r44100 SI I I I I I I I _'0.4 ' +" I ' I BUSINESS (GROUP B) ADA UNISEX VANITY ADA UN SEX W.C. FUTUR GENERAL STORAGE I �•,, OFFICE UL105 UI�106 UL103 (OPEN T BELOW) V• : , e• Ji 08 SQUARE FEETr \ I I I I I I I . ISEA L 1 - 1 r • 0 . '114*- DATE . NO . . , CDT i ,_.EM, E=. -1 •• _.....••111111010 mr/ � 11‘14\\'‘: 'III: � r-Nerk14‘,1;V\- a� �I ' � ====1 11 _�I7//01::: 11 � 0 7 � z o 1 7 Q �� II 1 1 / 1 7 / 2 0 1 7 2�III �.��., �.. S :C : �� I j'0� T�I COMMON 12t5i2O17 0/\ ir71 r lEROIANTILL_��RO P M)I 0 MER•ANTILE (GROUP M) �. #10 I� I m- EGREss1 I I � r_ T ► 1�� S .LL •S12i12i2o17Q1I_L�QJOR/5TORE �r / 11--- -- iI i 1 65 I I I I I , T18 7 SQUAIiI1' IPI I1,b91 Q1 AR �FEET1 U / . L__1L- ---i--- 'c �/ / 11 . � I� �.,/ I ;. .• „ ,, 1I41 0 �IILIL'rI' I II I♦ , - I . � -”IIIkw - - - 1 �� ♦ _ - - T -- - �� ll __ LJ DN ii , III � � •� MON PATH OF REVISIONS 41 ,1,4 0 � _ .RESS/TRAVEL II I- - - � - - - - - - - - - THE _* I1S2131 N\_ 1444\ . �pi? �� _ I �_. — - - - - - - - - - - ` - - - - •i_ \‘‘Ir•It 11112i4r(rfottry-1- ° a0e:dePjit0 e. _ _ _ � z • - - - .� - - - C MARKET — - 1 A EMBLY R PA� I I I 1 I SS (G OU 3) FUTURE CATERING SUPPORT SSEMBLY GROUP A-3ASSEMBLY (GROUP A-3) AT 299NETSQUAREFEET1,270 NETS UARE FEET 434 NET SQUARE FEET_A VAIiI•' 1r �,' I - - - - Tr- I It (OPEN TO BELOW) ( OID ABOVE (OPEN TO BELOW) TREE TOPS PLAZA ;� 1 '• � CEILING) VAIL, COLORADO 81657 1 / V PROJECT NO 2016 10 O1 1 II^,III JIJr _F __ 0 ,' , , MICHAEL i_ , _ _ A/ �/ , i II And A _ I I- I ,V / :411114 I it I 1 I I r�J I I I I //,..11 H A Z A R D ASSOCIATES - - - - - - - - -- - P 411 A 0 ILL I- - H- -J L - -- - - r 7 - �� , jr. �'I L TrT1—rT1— T1—rT1-1 ,- I Are i7 { p1 : '0. , A I�' 0,10 �A I i` I I I I I I I I I I��' ARCHITECTURE / -- II 0%� . �1 �'-' %;Crilr Ali 1 / / PLANNING -- I• ��, IIIS ��- 11 AlIik / I ,� I I �� ;\ �� - INTERIORS \ * ,_ / - I I I I / I \%%% �%° I I (ROOF BELOW) 1 I I (ROOF BELOW) I I I i/ 1 I l I / \�� / l i EXISTING, NON �� '� \ COMPLIANT RAMP& // \ - 1 _ i I I I I I II p I I II I I I I I / A J STAIR TO BE REPLACED `` ' i �I- 7-I-r7-1-rte W/COMPLIANT STAIR '-i- 7-1-1-7-1-7 i RE.: SHEET A4.0 FOR / I I I I I I ENLARGED PLAN & I I / 1 1 I 1 1 1 1 1 I I / SECTION /I % / - - - - I - / / H - - - - I- - - - - - I - - I - - - - I 0 — - - I - - - I - - - -I - - - T - - - - - - - - 1 - - -1 0 1 1 1 / i 1 1 1 1 ..I/ SECOND FLOOR CODE SUMMARY PLAN THIRD FLOOR CODE SUMMARY PLAN 1 1/8" = 1'-0" 1/8" = 1'-0" BUILDING CODE REVIEW: 2015 INTERNATIONAL BUILDING CODE CONSTRUCTION TYPE: 118 SPRINKLERED OCCUPANT LOAD • 0 HR PRIMARY STRUCTURAL FRAME SECOND FLOOR: • 0 HR EXTERIOR BEARING WALLS • MERCANTILE (M OCCUPANCY): • 0 HR INTERIOR BEARING WALLS •• GROCERY STORE- 4,837 S.F./60 = 80 PEOPLE 2 EXITS REQ'D , • 0 HR NON-LOAD-BEARING EXTERIOR WALLS& PARTITIONS (> 30' SEPARATION) A •. LIQUOR STORE- 1 ,051 S.F.160 = 18 PEOPLE 1 . T REQ'D • 0 HR INTERIOR NON-LOAD-BEARING WALLS& PARTITIONS • OF • z• UP 07 -. . •O = ' E. E 1 EXIT -EQ • 0 HR FLOOR CONSTRUCTION &ASSOCIATED SECONDARY MEMBERS 4 MAXIMUM DIAGONAL DISTANCE = 1 2'-94' /3 = MINIMUM SEPARATION OF 41'-0" REQ'D; 57'-3 1/2" • O HR ROOF CONSTRUCTION &ASSOCIATED SECONDARY MEMBERS ACTUAL P.O. BOX 1 068 THIRD FLOOR: OCCUPANCY TYPES/AREAS: _ . ass i - . - . ,- . VAIL, COLORADO • BASEMENT S2 PARKING (NO CHANGE) •• UN-CONCENTRATED (TABLES&CHAIRS) 1 ,569 S.F./15 = 105 PEOPLE 81658 • FIRST FLOOR S2 PARKING/R2 RESIDENTIAL(NO CHANGE) •• UN-CONCENTRATED (CHAIRS) 434 S.F./7 = 62 PEOPLE 970.949.4958 P • SECOND FLOOR M-MERCANTILE (FORMERLY B OCC.) •• NON-OCCUPIABLE FLOOR AREA 682 S.F. • THIRD FLOOR B AND A3 OCCUPANCIES A 2,685 S.F. 970.376.0066 C 167 EOPLE 2 EXITS RE* MHA@VAIL.NET FIRE SEPARATIONS: MAXIMUM DIAGONAL DISTANCE = 1 14'-04"/3 = MINIMUM SEPARATION OF 38'-O" REQ'D; 67'-9"ACTUAL • EXITING 2HR. FIRE SEPARATION BETWEEN S2 AND M OCCUPANCIES - - r.0 I*'4 •0: . E 4 .-G . -'.* REP ILLU NATION PROVIDING OF 1 •OTC• DLE 'AIN • NO CHANGE TO SEPARATION BTWN. R2 AND S2 OCC. AT AISLES. • NO SEPARATION REQUIRED BETWEEN SECOND FLOOR M AND FUTURE THIRD PER IBC SECTION 1013: EXIT SIGNS SHALL BE PROVIDED WHERE REQUIRED THROUGHOUT FLOOR A-3 & B OCCUPANCIES UNDER 508.3: NON-SEPARATED OCCUPANCIES A WHERE, FOR A FULLY SPRINKLERED BUILDING, THE MAXIMUM FLOOR AREA IS A • S z - . - O 28,500 S.F. PER STORY AND MAXIMUM BUILDING FLOOR AREA IS 57,000 S.F. A -ER IBC 1104.4.1 THE THIRD FLOOR IS UNDER 3,000 S.F. AND DOES NOT NEED TO PROVIDE AN FOR THE A-3 OCCUPANCY. ACCESSIBILE ROUTE. % ' 0. - P • . - •C IB TOILET Re. f S • P.IN. f DED. ALLOWABLE AREA & HEIGHT PER SECTION 1109.12.2 CHECKOUT AISLES SHALL BE ACCESSIBLE. • 3 STORIES, 37,500 S.F. PER FLOOR FOR M OCCUPANCY • 4 STORES, 69,000 S.F. PER FLOOR FOR B OCCUPANCY PLUMBING REQUIREMENTS: W.C.- 1 REQ. FOR MEN; 2 REQ. FOR WOMEN-2 PROVIDED FOR MEN &WOMEN OCTOBER 16 2017 PERMITS ACTUAL AREA RETAIL(M)- 1 PER 500 MEN &WOMEN FOR 5,538 S.F. • SECOND FLOOR - 6,195 S.F. . OFFICE (B)- 1 PER 25 MEN &WOMEN FOR 1 ,2055.F. CODE SUMMARY • THIRD FLOOR- 2,685 S.F. ASSEMBLY(A3 WORSHIP) 1 PER 150 MEN & 1 PER 75 WOMEN LAVS- 1 REQUIRED FOR EACH; 2 PROVIDED ACTUAL HEIGHT: RETAIL(M)- 1 PER 750 MEN &WOMEN FOR 5,538 S.F. • BASEMENT PLUS 3 STORIES (NO CHANGE) OFFICE (B)- 1 PER 40 MEN &WOMEN FOR 1 ,205 S.F. ASSEMBLY(A3 WORSHIP) 1 PER 200 MEN & WOMEN A 0 • 1 (DETAILED SPREADSHEET AVAILABLE FOR REVIEW) SHEET NUMBER CIF I/4 e( WA irps. 0 Ana 01/08/18 MICHAEL HAZARD ASSOCIATES COPYRIGHT©2017 { , i yl 1 /41111, . \ EXISTING BUS/SHUTTLE ?1 ; ISTING BUS \ DROP OFF ' ' `' SHELTER \ SEAL \ \ i ' i \ i \ i \\ LIONSHEAD CIRCLE \\ DATE : N0 : 1 1 / 0 7 / 2 0 1 7 ---., \i//// 11 / 17 / 2017 A \ /43 \ EXISTING COMMON \ 1 2 / 5 / 2 0 1 7 0 DRIVEWAY `— e 41 8140 \ / �� / /46 /�� \\� cing.:11 \ � I I / ( ( -- --- ----------- \ - \ J ( I r— ��\ \222 I 147 \ \\ 1r \ \ 1 \ \ r � �/✓`/✓�; � - \-x22 \\ \\\ REVISIONS , \ \ \ \ THE \ \ \ \ \ --- \EXISTING BOULDER WALL �— 1 — \\ \ \ \ 1 \ \ \ \ \ ( TO REMAIN ——— \ \ MARKET 0 AT II_.._.._.. -.., .. ..-\.-..-..�..-..-..-..-:.-..-..-. - - . � �,; ,_ VAIL \\ - 1 i-\ \\ 1 1 / / \ \ \ / I \ / EXISTING ' MP& a' \ �' lc I /—— / \ \ \ / L�4 DING T�� 1: MAI �� 5 �l V� �(('��_�' \ 1/ \ \ ,,,,1--,-4. - ","- /A TREE TOPS PLAZA \ _ I i VAIL COLORADO 81657 \ / A \ ( \ \ iii: \ . . . . ___-- 7 =Eli, O1 6 1 O O 1 / ——— \ Y\ \\ EXISTIL/ • / �— RE AIN \� WALL TO REMAIf� /. /�` I _�_ - I \ \ �`N _ _ _ _ - „ M - - - - - - �_ El I _ _ _ A ilk HAZARD / \\ ' 11 -1.-�\ // \\ \\\ � I I I I I I I ASSOCIATES / ' \� \____ EXISTING / \� � ARCHITECTURE / ' - TRANSFORMER / ' °- PLANNING �,Yn� \ INTERIORS /. - '\ 7/ EXIS YIIVG I I I I I 1 I I \ • • / • __----7 RETAINING WAC i - - - - .., r......., 1T0 / - \/ I/ / °/ •• \/ • 1 // 738� / / /\ / / 1 z.• 3 \\ / • / / • I� / / /.. \ / \/ / / // • N / \ EXISTING LOWEk LEVEL / I I EXISTING UPPER LEVEL /J�/ I PARKING DRIVEWAY // \ � � \ PKING DRIVEWAY � • \ 7 ( // .. \ .' / / \ I � I I\ I � � I // / / \/ • / / /// /// \ // \\ I\ L J / / _1 \ / / \ L-- 32 I_ ili I_ - If - 1- _ rrie , i , / \�/ \\ \\ I I I I I I I I I I/ • /. __,.,_ ____ ., / / \ \ 33 / I I I I I 1 I I I / • / / 34\ \ /' / 136 / \ • I I I I I I I I I /•' /35 \ • X. \ I I I I I I I I I J / \ • / -/-• . . 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BOX 1068 L 7 ] - - - [ VAIL, COLORADO I 1 1 1 / EXISTING STAIR& RAMP TOI I 10'14' I 3 34 1815" 3'-74'� I I BE DEMOLISHED BACK Tp81658 II \\ / I V.I.F. I I f V.I/ F/sTRucT. (V.I.F.) 970.949.4958 P 1LI li — — _ 1 I II I la — — - I — D 970.376.0066 C �— 1 L � II / I I TiII /� � � 4 = � � MHA@VAIL.NET \ 11 II / 1 1 1 1 1 �\ I LANDING / I II I II I H /°N0— -I-I-I-r �� I ` I ML 108 Imo , / �� _11 ILS' I� / �/ I I I I I �/ /7 — LLLLJ_ = DN o EXISTING DOORS& FRAMES 7= TO BE DEMOLISHED `\ / / DN 1\\ / / . I J I I I = r I I EXISTING RAILINGS TO BE I V DEMOLISHED 40/ // OCTOBER 1 6 , 2 0 1 7 PERMITS / \ / • DECEMBER 30 , 201 6 // NOVEMBER 1 9 , 2 0 1 6 I I I / I �1 // SEPTEMBER 1 8 , 201 6 //�� / / NOVEMBER 2 , 201 6 N \\ / \� !I EXISTING/DEMO \\ // \� MAIN FLOOR \ I I I I I I I / I �� • I PLAN \\ / \i/ — � rt / PLAN NORTH A 2 • 0 SECOND FLOOR EXISTING/DEMOLITION FLOOR PLAN SHEET N U M B E R 1/4" = 1'-0" 10.1 of PNo,4, l 0 0 0 14\ 0 0 19 0 itph jil .1111 6 8 Jhaa..2). v / ( I 01/08/18 L______) ( 1 0 0 id J .J ,, I ♦\ L I t _ MICHAEL HAZARD ASSOCIATES COPYRIGHT©2017 I II II I 1=1 1 1 lin _ C- 1 tA VESTIBULE '� � V!: NEW STOREFRONT NEW STOREFRONT SECTION 1 I I I I I I I I I s �+�++&- �� 1= ML 100 SECTIONS AND ENTRY TO MATCH EXISTING ' c WEATHER r DOOR SYSTEMS TO MATCH NEW 1X WOOD CLADDING ' 1 •` MAT EXISTING EXISTING DOOR TO REMAIN '. OVER 1X BATTENS OVER ,,_ ` , v, `L. .{- O c 1 EXISTING COLUMNS (TYP.) . ., . ,..;a LIQUOR STORE A 8r ML 101 I = I I I I A 8 I I I J SEAL GROUND & SEALED - - immommommommommommomimmommomm I I 0 0 IR=1=M ■=rt=1 0i - 1= f =i CONCRETE O a / ' `�." , Ilk ALIGN W/ FIN. �-` `/ DATE : N O : ® I ABOVE FACE-V.I.F. , * W3 `�% 1 1 / 0 7 / 2 0 1 7 1Q I © I I I I DASHED LINE OF MECH. I ` , 1 1 / 1 7 / 2 0 1 70 L T -r 0Nor -r -� AUF I FCES�H7XTCH— ^ , 1 2 / 5 / 2 0 1 7 Q rL - - - - - - - 1 17 - -17 - - — — — - I I - - - - Bo VERIFY WALL LENGTH - I I- — 1 1 , . • s • COORDINATE W/WALK-IN �N-. '/ W1 C 1 ) W1 BEER COOLER / > / / I I I I I I I I L �i � . NL\ rt I R L — — L W2AA� — — — — — — — — — — — N ` J V REVISIONS / — W3 -Er- \ THE 1 L I UP I I I I I I I MARKET 7.----1 AT / W 2A W2A V3 1, VAIL / W3 1 TREETOPS PLAZA / VAIL, COLORADO 81 657 L — 1 I 1 1 I 1 I 1 1 PROJECT NO . 2 0 1 6 1 0 0 1 /, 3 1 W3 MICHAEL / W3 DAIRY COOLER HAZARD L — �-� ML 104 iGROCERIES \:, GROUND & SEALED ASSOCIATES // _ I I I I ML 103 I I I I CONCRETE L _ — _ \/ I GROUND & SEALED ARCHITECTURE REFURBISH 1 HR. RATED W3 I ENCLOSURE UNDER I CONCRETE PLANNING /`� LT_—_—_- - — — 1 EXISTING STAIR ii // /////, r- \ INTERIORS I \ I L -1 1 4IGNF/FIN . 0 II I I I I IW2AI I I 1 \ I / I L I I , 0 L JI � J 4 L _ - J I I / W1A I / I\ I\ I\ I / BEER/WINE COOLER CONSTRUCT NEW I / \ H\ 1 \ H \ I --II ML 102 1 HR.RATED ENCLOSURE I / \ J N J N J N— J 2 o _ —1 I 0 I I I I UNDER EXISTING STAIR I I I — —L_ i — — — A4.0 SEALED / CONCRETE I 1 L _L 1 - _--- A JE:1_ la ri-it i@ �/ I I 11 I I I I I I I Iill 0 L _ - - 7 I 1 L_L JJ /////////////////////////////4/////////////// ///////////////////////////// / I_ J I I i i I I I I 1—-1 I II STORAGE/MECH / PREP I F�„ — - - - - - - - - - `/ I 4 ML 105 ML 106 I4 r A4.0 GROUND & SEALED GROUND & SEALED IltCI CONCRETE 11T CONCRETE IL): ,I ti I r�� -- T T 13'-2° 3$" I 10' 4” 1V- ,I , 4 - - - - 1 - - 1 - 1 - - - - 1 - 1- 1— — J 1 J ,A ,, , /// W//// I / P.O. BOX 1068 / 5 / VAIL, COLORADO A4.1 HALL e 35 8' 13" 35 9'83" // 81658 © I ML 107 I & / 9'-9" I 3s, 3'-5" li/s° s s//1 a / 3'-6" v I 1 // 1 970.949.4958 P — — — _ — - - _ - - - — - - — — — — — — p r �-,/es ►■ �'iiiii»i/ G� / 970.376.0066 C v�6 / \ w6�/ ` \ w1A 6 W6 - - MHA@VAIL.NET I �7 / I \ © © I / \ I I I I / A4.0 I ELECTICAL CL. 1 MEN'S RESTROO 1 1 WOMEN'S RESTROOM 1 LOADING DOCK DN _ ML 108 1 ML 109 1 ML 110 / ML 111 I DN I / 6 SEALED Wil \ / ® W1A W1A \ / f \ / / / \ / GROUND&SEAL-s I 7411W CONCRETE •Y 1 , _ _ i � / ii k.. CONCRETE — I W7 InV1 J 0 / W7 , 0 , W7 /Jr I / I I I T I I NEW SLATTED SCREENS I / I ♦ OCTOBER 1 6 20 1 7 PERMITS !\ / SEPTEMBER 26 , 2017 \ AUGUST 1 4 , 20 1 7 PERMITS RE.; SHT. A4.1 FORBATHROOM ELEVATIONS e / JANUARY 2 0 . 2 0 1 7 r I I I I I DECEMBER 3 0 , 2 0 1 6 \ / JUNE 1 3 2 0 1 6 / � �� LAYOUT FLOOR \ \ / � �� PLAN \� I I I I I I I // I �\ i 1 / Zv\\_ _ L _ / i PLAN NORTH A2 • 1 SECOND FLOOR FLOOR PLAN SHEET NUMBER 1/4" = 1'-0" 0 0 0 4 0 60 8 (16. v-4.0Ji 6.,, Q00.101 10� ..c ,,..7. v Li C I � 4 1 01/08/18 I I I I `_�► . O O i,\\ \ . _ MICHAEL HAZARD ASSOCIATES I •\ I I I I I I COPYRIGHT©2017 J 'mak tCUSTOMERSIDEOF 1 r 'ti`s �M 4,0„ THIS STATION TO HAVE VESTIBULE _ I ,,''� �� ° X I X A TRANSACTION I I I I I I I �' �� COUNTER @ +33"A.F.F. 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ALB.O.NEW LAY IN CEILING � LIQUOR STORE EL.:108'-6 314" ML 101 I = = I I I I I / I I SEAL u II U o —Qa D I L r U �� U U U LL— L 1 DATE : N O : B.O.NEW GYP.D.W.SOFFIT I 1 1 / 0 7 / 2 0 1 7 Q I I Y 108'-63/4" I I I I I I I 1 1 / 1 7 / 2 0 1 7 Q2 HALL OFFICE EXISTING SLOPED DRYWALL EXISTING SLOPED DRYWALL CEILING TO BE PATCHED, CEILING CEILING TO BE PATCHED, ML112 ML113 B.O. 1 PRIMED & PAINTED % PRIMED & PAINTED AL 1 EL.:08-6 3/4�J I I I I I I I I 1 — — — — — r — — — — — — — — — - - — i- - - - - - - - - - - ( CB) REVISIONS THE MARKET I I I I I I I _ I AT I VAIL TREE TOPS PLAZA VAIL, COLORADO 81657 IPROJECT NO . 2 0 1 6 10 01 MICHAEL DA RY COOLER H A Z A R D ML 104 ROCERIES I ASSOCIATES I I I I I ML 1 3 I I I I I I ARCHITECTURE PLANNING INTERIORS I 1 I 3EERJWINE COOLER I I ML 132 I I I I I I I El -' - - - - - I - - - - - C B.O.NEW LAY IN CEILING EXISTING BAR JOISTS AND 108' 6 314" 4 STEEL DECK& BEAMS TO BE EXPOSED; PRIMED & IPAINTED I I I I I I I I I I STORA3E/MECH PREP r FIL1(76 EXISTING SLOPED DRYWALL B.O.NEW LAY IN CEILING B.O.NEW LAY IN CEILING CEILING TO BE PATCHED, - I I PRIMED & PAINTED I EL.:108'-6314" L.:108'-6314" .0. 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DOCK STRUCTURE ' II II II II II II II II � II EY 11 [H11 uM II 11 11 II II II II II u I II �5 OCTOBER 16 , 2 0 1 7 PERMITS u u T.O.CONC.@ APARTMENT PATIO 1 11u I �� 11 --- 11 M A Y 1 7 , 201 7 \ I EL.+100'-0" I�-93„ -)(/)974 '^� 7 1X WOOD SLATS OVER 1X p A APRIL 2 1 2 0 1 /`'X d )( 4 CROSS-BATTENS OVER EXISTING CONC. DOCK STRUCTURE PROPOSED EXISTING COLUMNS 1811 18, ELEVATIONS 4 PARTIAL EAST ELEVATION e © PARTIAL SOUTH ELEVATION LOADING DOCK 6 PARTIAL EAST ELEVATION . LOADING DOCK ODETAIL REXTERIOR LT. FIXTURE A 3 • 0 A3.0 1/4" = 1'-0" A3.0 1/4" = 1'-0" A3.0 1/4" = 1'-0" A3.0 1/2" SHEET NUMBER EA) EB 9 CI00 (c) D �� 01/08/18 10 °F P4 I I \� \, MICHAEL HAZARD ASSOCIATES \/ COPYRIGHT©2017 ` DASHED LINE OF SPIRAL DUCT RE.: MECH.NEW SPIRAL DUCT RE.: SPIRAL DUCT IN „ \4_._744:4 , , . MECH. I I I FORGROUND FIXTURES- RE.LELL ECT. I A I , , WALL MTD. WALL'D' 1-7 A -7: p FIXTURES- RE.: ELECT. I I I ,:t. 1,2: WALL-MTD. WALL'D' A*44 ?� �� R 01_1 y� J FIXTURES- RE.: ELECT. • 04, • 444/4/4_ EXISTING WALL BEYOND $,i,,�+L-x782, *4 rl n , ,./ ! f 1 , --' 0 _ I I i EXISTING WALL TO BE EXISTING WALLS& PAINTED CEILING TO BE PAINTED SEAL - - - - - � - - 7 - T TT T 7r- 7 r - - - -r - - - �r - - - � r - - - � T I -I - - r� r - - - r- - T T- II I I EXISTING BAR JOISTS &STL. I I I EXISTING STEEL BEAM I TO BE EXPOSED, I I I EXISTING BAR JOISTS & I I BEAMS TO BE EXPOSED, II STL. BEAMS TO BE DATE N O I I PRIMED&PAINTED I PRIMED & PAINTED I EXPOSED, PRIMED & PAINTED DASHED LINE OF DAIRY 1 1 / 07 / 201 7 1 WALK-IN - RE.: FIXTURE1 1 / 1 7 / 2 0 1 7 2 I I I PLANS I --- I I DASHED LINES OF SHELVING I I , DASHED LINES OF I DASHED LINES OF &CASES- RE.: FIXTURE I I L _ I L J SHELVING - RE.: I I CASES& DAIRLY '— L _1 L L L L 11 I _IL _I PLANS L - - - JL - - - JL - - - _ L L L -- FIXTURE PLANS - - - �L - - - L - - L - - - - - - L - - - - - - - - - J_ - - - J WALK-IN - RE.: FIXTURE PLAN I REVISIONS THE 0 PARTIAL NORTH/SOUTH SECTION ELEVATION © ELEVATION © PARTIAL NORTH/SOUTH SECTION ELEVATION MARKET A4.0 1/4" = 1'-0" LOOKING EAST A4.0 1/4" = 1'-0" LOOKING NORT A4.0 1/4" = 1'-0" LOOKING WEST AT VAIL 0 1 (-9 ) 0 4 0 \ TREE TOPS PLAZA 0 Q / 6) Q O0 \ VAIL, COLORADO 81657 v \ �J � PROJECT N O 2016 10 01 \ MICHAEL HAZARD / 1'5a 1'0"/1'0"/1'4'/1'-0"/1'0"/1'.4 / ASSOCIATES SLOPED CEILING I I � (D) ARCHITECTURE EXISTING WALLS& DASHED LINE OF FACE OF NEW WALL ) PLANNING CEILING TO BE SPIRAL DUCT IN BEYOND C SIN PAINTED FORGROUND - INTERIOR S 12"DIA.POWDER COATED STEEL / WALL MOUNTED HANDRAILS DN0 A NEW CONCRETE FILLED STEEL ;.-7 PAN STAIR I- - - - -F - 7- - r- - Tr T 7 - - =7 - - - - - 7- - - 7 - - 7 - - -I— 71 ft T T —1 I— TI / 11- r _71 A- - - -P , , I I I I < I I I I I PLAN NORTH L I- J II i J PARTIAL FLOOR PLAN ( NEW SERVICE STAIR L _ _ _ J LL L _L L JL —I L _L L JJ LL _L 1L _1 L JJ I I I 1 0, 12"DIA.POWDER COATED STEEL WALL MOUNTED HANDRAIL 4 PARTIAL EAST/WEST SECTION ELEVATION ^ry NEW RAILING SOPORT A4.0 1/4" = 1'-0" LOOKING SOUTH \ / BRACKETS(TYP.OF 4) P.O. BOX 1068 NEW CONCRETE FILLED STEEL 11" ,- PAN STAIR VAIL, COLORADO M 3,, / / 1'-0" 8 1 658 4— o N 970.949.4958 P 970.376.0066 C cp' ,._ M MHA@VAIL.NET A 5 PARTIAL EAST/WEST SECTION ELEVATION A4.0 1/4" = 1'-0" LOOKING SOUTH OCTOBER 16 , 2 0 1 7 PERMITS JULY 3 1 , 2 0 1 7 INTERIOR ELEVATIONS SHEETA 4 • 0 NUMBER Ito OF k4 ...,c,„,.... ,t,h. .... lih i,.2. 0 D0 /11E-3?- B A 2 3 % 6'39 �� 01/08/18 ""r \/ / MICHAEL HAZARD ASSOCIATES SPIRAL DUCT— RE.: COPYRIGHT©2017 441 MECH. \ ,\— 4P „ WALL—MTD. WALL'D' A* C19 0,,9 ' FIXTURES — RE.: ELECT. A\ A\ 4` s1AFACE OF NEW WALL BEYOND ,''O�„ TO BE PAINTED4 ,\` a' �78k�: Aka A ..” .ki 4 P., 4 1/7$/' 1—"c* 4 0 ''— '\/ /\/\ v- Ill _ , - . _ , , , ,..., Srp A vtc):-,, ft-----:----s'- .,- S EAL EXISTING BAR JOISTS&STL. z9 BEAMS TO BE EXPOSED, DATE N O PRIMED& PAINTED 1 1 / 01 7 / 2 0 1 7 1 1 1 / 1 7 / 2 0 1 7 2 I I REVISIONS THE 0 PARTIAL NORTH/SOUT SECTION ELEVATION © PARTIAL EAST/WEST SECTION ELEVATION MARKET A4.1 1/4" = 1'-0" LOOKING WEST A4.1 1/4" = 1'-0" LOOKING SOUTH AT VAIL (A) B C TREE TOPS PLAZA VAIL, COLORADO 81657 P ROJECT NO . 2 0 1 6 10 01 / \\/�/ MICHAEL 1 \ \ \�\�/ � HAZARD ASSOCIATES 4 * ARCHITECTURE '/ �, �� SPIRAL DUCT— RE.: APLANNING � MECH. \ INTERIORS 4/4/4 NEW WALL MOUNTED 'D' FIXTURES — RE.: ELECT. - NEW WALL BEYOND II \/7_,1 0 _ 1, i/-\\ I I 1 , r 3 PARTIAL NORTH/SOUT SECTION ELEVATION A4.1 1/4" = 1'-0" LOOKING EAST P.O. BOX 1 068 VAIL, COLORADO 81658 970.949.4958 P 970.376.0066 C MHA@VAIL.NET O CTOBER 162 0 1 7 PERMITS S EPTEMBER 2 6 , 2 0 1 7 J ULY 3 1 , 2 0 1 7 INTERIOR ELEVATIONS SHEETA 4 • 1 NUMBER 40 °F d•4 .N.,440Ne. en 0040 LI--7I 0 ri -4_ J ,\\\ i _ 01/08/18 1 ' ZN'S RESTROOM 3'-3" / ML 109 M� � IML 1101 f 3'-6" 1'0 1'-6" MICHAEL HAZARD ASSOCIATES o o / COPYRIGHT©2017 r ° N -0" Ill 1 _ ` ° \ \ sib friFF ., ` ' _ I1 • _ • rdlia 1,7, 9, z., . :�- -moi •.' �L :...: . ./i6p .. re4 4 '-0" 3'-6" T-6" '-0" c / /1 , 1 _ , /1 , 1 a 7- YMI V4"f: 7'-2i" / 5 6g" / \ \ - .L ,1 PARTIAL FLOOR PLAN GROCERY BATHROOMS a BATHROOM ELEVATIONS SEAL 3/8" = 1'-0" A4.1 3/8" = 1'-0" MEN'S RESTROOM ML 109 Ii DATE : N O : / 6'48" / 1 1 / 0 7 / 2 0 1 7 1 II / 3'-6" /1'-0"/ 1 1 / 1 7 / 2 0 1 7 2 r ///////////////////////////////////////l////////////////////////////i�/ I j O� 0 jW.C. ° \ ( -,,, 7 N REVISIONS j T H E MARKET _,_ 19111711nTr. a VAIL TREE TOPS PLAZA VAIL, COLORADO 81 657 P ROJECT NO . 2 0 1 6 10 01 1'0 0(--) © BATHROOM ELEVATIONS MICHAEL A4.1 3/8" = 1'-0" WOMEN'S RESTROOM ML 110 H AZ A R D UNISEX VANITY ASSOCIATES T UL107A 1'10" ARCHITECTURE j1 PLANNING INTERIORS j 3'3" / f 3'-6" /1'-0"/ 1'-0"/ / 1'-6" j _co\ . 2'104" / / / J \' UNI BATH W.C. 1 j UL108 11W- 1 eDN _ r --.,!-' MIMI -. -7 ‘,01-* T1-7- ' -------7 _ i © BATHROOM ELEVATIONS PARTIAL FLOOR PLAN a► UPPER LEVEL BATHSfil A4.1 3/8" = 1'-0" UNISEX BATHROOM UL 105 3/8" = 1'-0" 4'-2" TOILET ACCESSORY LEGEND I f i 1 1/4"diameter stainless steel grab bar w/exposed mounting;36"or 42"length as indicated,mounted at 33"-36"A.F.F. (Bredley Model #827-001 1 1/4"O.D.'Type 304 Satin Finish steel w/exposed mounted flanges or approved equal Paper towel dispenser and waste receptical;ADA mounting heights per mfgr.(Bradley Model#234-10 semi recessed towel dispenser;waste 2 recepticle or approved equal 1'7- N 3 Surface Mounted multi-roll dispenser.ADA mounting heights per mfgr.(Bradley Model#5402 surface mounted,dual roll toilet dispenser, heavy gauge#304 satin stainless steel or approved equal. 4 Surface Mounted sanitary napkin disposal.ADA mounting height per mfgr.One at Women's Restoom ML110(Bradley Model#4781-15 \ P.O. BOX 1068 surface mounted or approved equal. 5 3/16"plate mirror w/polished edges set out from wall per interior elevations w/bottom edge©40"max.A.F.F.. VAIL, COLORADO 6 Countertop mounted soap dispenser(Bradley model#6326 w/6"spout;re.:mfgr.For installation instructions for size of hole in countertop. 2'-7:12" 81658 f 40 le I I" 970.949.4958 P 970.376.0066 C -,5-) MHA@VAIL.NET I I I I 4 CHECK OUT COUNTER A4.1 3/8" = 1'-0" (TYP. FOR GRAOCERY STORE & LIQUOR STORE) O CTOBER 1 6 , 2 0 1 7 PERMITS SEPTEMBER 26 , 20 1 7 J ULY 3 1 , 2 0 1 7 INTERIOR ELEVATIONS SHEETA 4 • 2 NUMBER CIF ddt, M Tag Doors&Frame Hinges -Hardware CommentsSF ka Frame Size R.O.Size Thickness Door Type - --Materi Finish • id !Threshold iilHandl li - -- L Loek/Latch '�oorCloser" Weather Seals 0, Q0]IP 111 Frame Door MP 4 Finish Type miNumber 711111..M. [ather Door Bottom ping 01/08/18 W x H W x H Ill WWI Exterior Interior EM= 1111.11..11 WIli 1 3'0"x 7'-0" a-5 1/4"x 7-3 1/4" 1 3/4" SCD Flush H.M. Wood Painted Stained Stained ---- Panic Bar US 32D 4"Ball Bearing; 2 Pr. US 32D US 32D YES 2 3'-0"x 6'-8" 1 3/4" Glazed Storefront Aluminum Aluminum Aluminum Anodized(Mill Fin) Anodized(Mill Fin) ---- Push Bar/Handle. US 32D By Mfgr. US 32D Keyed Deadbolt N/A NO N/A N/A Matching Alum.Glazed Storefront system 3 3'-0"x 7'-0" 3'-5 1/4"x 7'-3 1/4" 1 3/4" SCD Flush H.M. Wood Painted Stained Stained ---- ADA Compliant Lever US 32D 4"Ball Bearing; 1 1/2 Pair US 32D Keyed Deadbolt N/A YES N/A N/A 4 2'-6"x 7-0" 2'-11 1/4"x 7-3 1/4" 1 3/4" SCD Flush H.M. Wood Painted Stained Stained ---- ADA Compliant Lever US 32D 4"Ball Bearing; 1 1/2 Pair US 32D Keyed Deadbolt N/A NO N/A N/A 5 3'-0"x 7'-0" 3'-5 1/4"x 7'-3 1/4" 1 3/4" SCD Flush H.M. Wood Painted Stained Stained ---- ADA Compliant Lever US 32D 4"Ball Bearing; 1 1/2 Pair US 32D Keyed Deadbolt N/A YES N/A N/A MICHAEL HAZARD ASSOCIATES COPYRIGHT©2017 6 3'-6"x 7'-0" Re.:Mfgr. 3/4" SCD Flush(Double Acting) By.Mfgr. Wood By.Mfgr. HPL HPL ---- Push Plate 4" Butts Offset Pivot Hinges US 32D N/A N/A YES N/A N/A Stainless Stl.Impact Plates,Both sides;Vision Panel 7 7-1 1/2"x 8'-0"(3'-0"x 7-3" 7-2"x 8'-0 1/4" 1 3/4" Alum/Glazed(Auto/Sliding) Aluminum Aluminum Aluminum Anodized(Bronze) Anodized(Bronze) ---_ __ Panic Opening;Compliant w/2015 IBC Secton 1010.1.4.2 net opening) ' �• 8 ExistingExistingN/A ExistingExistingExistingExistingExistingExistingPushbar Panic Bar US 32D ExistingExistingExistingExternal Keypad ExistingN/A N/A Existingdoors to remain. Note some doors are fitted with existingpanic hardware. ` •r . Co 0 .. ---- YP ., Existing doors that do not have existing hardware to be fitted with new panic ' . 's hardware to match. I t t * !. a7$ 'il4-1: iii• II. P e , ‘,... S EAL D ATE : N O : 1 1 / 0 7 / 2 0 1 7 iQ 1 1 / 1 7 / 2 0 1 7 Q2 1 2 / 5 / 2 0 1 7 Q3 REVISIONS THE MARKET AT VAIL TREE TOPS PLAZA VAIL, COLORADO 81 657 P ROJECT NO . 2 0 1 6 10 01 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS A il k O CTOBER 16 . 2 0 1 7 PERMITS SCHEDULES A 5 0 • SHEET NUMBER .5,411111111111110/f. 0 IA di / DO NOT REPRODUCE THESE DRA SPECIFICATIONS WITHOUT THE EXPRESS 0 PERMISSION OF THE DESIGNER. THE DRAW! ..'MOD SPECIFICATIONS ARE INSTRUMENTS OF THE SERVIC' SHALL REMAIN THE PROPERTY OF THE DESIGNE- WHETHER THE PROJECT FOR WHICH THEPTAP /IDE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDMONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. 0 0 0 4 0 60 8 9 10 , , , 0 oz 40 I ! I �� I \ ! 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A •, A PRODUCE �;A j q 10 DMRS FRO7FN FOOD O M —- MIAIIIIL L LI _I .7r - -— —_`►_ 11 --� ■—. IgI� - D ANDINL, ML 107 • 01I � H n � 7 � b _ECTRCAL •L. M:aAMLRE110TR0` :•:q .•:A .•_q,:. M ° 108 _DADING DOCK I /111 - - (' Am! A_ eon" ,........ 1,-.. 0.,,..,.., _ ... . , -.........- A & & -......,.._,„4 I ! , I 1 GATE: ISSUED FOR: I I i 09/22/17 FINAL REVIEW \\ I ® ' I ---- — / 1 11/7/17 01 .\ / 1 11/17/17 !! � T T 1 ! ! 1 1 6' F VDE /!I FRODUC I 1 1 I 1 I ////1 I117______l______________ _ GI --.-''•., I e.<11-11---:'et11.' ••• • •f''' I I 1 33294 i SII �'�1/17/17�y:; \/ 111 •+••�R ••`•r ELECTRICAL NOTES (DATE: \ ATE: 09/22/2017 EXITS AND EM LIGHT FIXTURES SHALL BE ON UNSWITCHED SIDE OF CIRCUIT EXTEND EMERGENCY EGRESS LIGHTING UNITS ALONG THE PATH OF EGRESS IGHTING -FLOOR PLAN JOB NO: 17-121 TO THE EXIT. INSTALL AN EXTERIOR EGRESS FIXTURE OUTSIDE THE LOWER DRAWN BY: BCE BE EXIT. SCALE: 3/16"=1'-0" SCALE DBY: AS SHOWN SHEET NUMBER: NORTH E1 - 1 } — November 17, 2017 — 10:41:56am 0 CIF I/4 '1114 1111 ,11111 .1% SPNOT DO ECIFICATIONS WITHOUT THE EXPRESSaa��aa PERMISSION OF THE DESIGNER. THE DRAWI ,rinop V SPECIFICATIONS ARE INSTRUMENTS OF THE SERWC- SHALL REMAIN THE PROPERTY OF THE DESIGNE' WHETHER THE PROJECT FOR WHICH THE91ARg/AIRDE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. 0 CO 0 et 0 (6) 0 8 9 10 T I I I I I I I I I I I I I I ` , I I I I I A twrAb I `i 1 V 1 I I II I I I I I I Hcic I -, - - I I I I I I ._.=._._.=—.=...., ,. — s`�'. .5„ 8 - cl to W N CIvo r . _� c.) .ter, c� •,c, � — "" U � � 0 L/) T�Q O - I • - 1. B Q W QU .� powAlmil. ..-.1 8 ANA UNIS�, or4f5re,,,,.,„..,,,,r,F,. UL 106 _ W.C . Plly4147lieW4prilrAV I[ � . , I, , 110 41) •7--I a1 O .0 o 1,,.". _._.... . 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I I I I I / 12/06/17 8 I I - ` / I I I I I '. . --_-_1-- ----_1-- - I I // I I i I i ;/ / I I I I I I I I I / I I I I I I I I I / I Imo. • t. � 1IIII 1/- � S _ 1 / /I I I I I I I I I I r5$204 !. i, . 4., .. ,,,,: ,..........it*. C -; 4-ATE: 09/22/20 LIGHTING -UPPER LEVEL LOFT FLOOR PLAN i- JOB NO: 17-121 DRAWN BY: BCE SCALE: 3/16"=1'-0" CHECKED BY: BCE SCALE: AS SHOWN SHEET NUMBER: NORTH E 1 —2 _ December 07, 2017 - 7:36:10am „. r . DO NOT REPRODUCE THESE .00,,,4 ,,,,............ .,,,.. SPECIFICATIONS WITHOUT THE EX- 4. PERMISSION OF THE DESIGNER.TH k SPECIFICATIONS ARE INSTRUMENTS OF - NIn n., 7 SHALL REMAIN THE PROPERTY OF TH - WHETHER THE PROJECT FOR WHICH THEY ARE IS EXECUTED OR NOT. THESE IMAM AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN MISSION OF THE DESIGNER. 00 (3 0 60 Q8 9 10 I I I I I I I ..... 0 0, I I \ ,,,, ...., ,� I \ I I I I IN 1 a v I 1 I II II II II I - ' e er 7 A MMP-29 L� �1 )b VESTIBULE i F' ML 100 1 MhPr IR STORE T U L 101 MMP-27 MMP-25 __ I MMP-35 r -ir- II n u f f I t I f II II II II II _I-----)19 k I II II II II II u I - IIIC 'IIG IIIC II411cIIIC IIIC I C MMP-30 _ CD71- N ,-1 MMP-23 7...........4‘. PP2-14 4 in PP2-6,8 bA Chilled MMP-28 MMP-21 MMP-19 MMP-17 I - •}11-1)- FROM UPSTAIRS �,' N I WineVkL �.2 lHP w O — r"--:- - _ ,I ,..: 4 DR MED TEMP ML 112 ' \ D ti) W C MCA 3.32 AMPS 115\%:"-----. .„ v:, �c MMP-22 MMP-24 - MMP-2.6 - - L---- 0_ 0 `+ v1 � \�' ' PP2-19 �MA� "� C 12' MULTI DECK Q o 4' STRIP - o ii 1 O W 0 LIGHT b - - MCA 1.2 AMPS 115V 023 n o._,a 15' KOMBUCHA SELF SERVE MMP-2,4,6 0 b�A,2 N L- V /� custom counter r N O r F a ii �i �-- EVAPORATOR L 11 II EVAPORATOR bQ v r •.--1 N d1 cd O - 115V 2.9A 115V 3.8A _ • C� -2., 4 DR MED TEMP o ,= MCA 3. AMPS 115V — DAIRY I . — 4' STRIP 4' STRIP Ed] II II II II ii1 ,II II II II ,Ilr ML 11, 11 11 II II II II II II II II 11 _ - LIGHT 0 LIGHT 1 ;I I� A A A �� I I 4' STRIP a� ii ii ii u a a u II I LIGHT �” H JL IIJL H JL IIJL II JL J L JL II a JL IIJL H JL II IJL J ----_+' 12' MULTI DECK — MCA 1.2 AMPS 115V GROCERIES IL _ WALK IN DAIRY 8' �0 ML 104 F 1-Br 1 1 II� TALL, 4 DOORS MILK I II 11 II ryir ir II II II 0 II COOLER `~ 1I ;L ;I� i, ;r o ° ,1, 3 DOORS ICE CREAM MMP-9 ' 5 DR MED TEMP III II II II II II h II II II II II - - �2 L L L L L IIr 4.25 AMPS 1 1 5V ^� DR LOW TMPIf I III - I �, IIS MCA _-4.0 AMPS 115V --• - 4 DR MED TEMP 4' STRIP • MCA 3.32 AMPS 115V LIGHT 7 APORATOR ir iI� �u� 4 iii ii 1 �u� ii iiiII I iI� 15V 2.9AE JLI I — v 8' MULTI DECK ` 0 r n �I t r �I — 11 MCA .90 AMPS 115V 1L ILI 'I H \J �/� JL J L---JL_ �\ H r/ ,/-1 00 O o H ru J Q H 1 a I1 `. / .LJ� MMP-36 F\ /1 8' MULTI DECK i O �_ 1� MCA .90 AMPS 115V O GFCI REN �'�� MAS 44" 1 GFCI �:-:; 3 DR LOW TEMP 4 DR LOW TEMPP4 44" )� �1 MCA 4.0 AMPS 1 15V MCA 5.28 AMPS 1 15V 5 DR LOW TEMP 5 DR LOW TEMP �-� ►-� / �\ MCA 6.59 AMPS 1 15V MCA 6.59 AMPS 1 15V 7 I8' MULTI DECK 1 - 1 -- 8' MULTI DECK ) MA2.68 CA MCA .90 AMPS 115V MCA .90 AMPS 115V Lt yLI i - r f t 3 D MED TEMP1MMP-42 MMP-1,3,5 6' FIVE DECKOOE � AMPS 115VPRODUCE FIRE ARM i/.......� I I o !a I I - 1- ED) LANDING HODS' MMP-8 GFCI GFCI (LU H M L 107 4 STACK PA 44" 44" 1 ELECTRICAL CL. MEN'S RESTROOM o ' _ —_.4•L! 'ESTROOM REO •'1 LOADING DOCK MMP-10 % - �o � I�tLOCATE T >t -•-- _ _ �• 1 +J��® 440` ; ;I '� i`I ill ® ML 112 % IEM ; � HEAT TAPE II PANEL MM 1 - GARAGE LIGHTS I1 I 1 ' ' 1 TIME CLOCK ' (DATE: ISSUED FOR: 1 I I I I I I 09/22/17 FINAL REVIEW ----- 1- -- I - / I I I I I I / 1 i i \\.� 1 — I I I I I ' / 1 I I I I F' FIVE DEC I I I ; I FRODUC= / ' 1 I I I I I I 1 _ / i I I I I 1 r - - ---- I I - - - - - - - - - I 1 / _Ul I I , 0 , .. r. . ,st „ 4 ! d • r f i 19 i 0-1 i• I ERENT PANELS ASSOCIATED WITH 4 DIFFERENT METERS & 4A ARE TO BE REMOVED. METER 1A IS TO BE PP2. THE EXISTING 60 AMP BREAKER IS TO BE DATE: 09/22/2017 DUCTORS IN A 1.5 INCH CONDUIT FROM THE ELECTRICAL —FLOOR PLAN JOB NO: 17-121 DRAWN BY: BCE MOVED. TRANSFER THE EXISTING CIRCUITS INTO CHECKED BY: BCE SCALE: 3/16"=1'-0" D BE RELOCATED FROM ITS PRESENT LOCATION - SCALE: AS SHOWN M PANEL. NORTH SHEET NUMBER: E2- 1 _ September 26, 2017 — 3:38:03pm et° IAF ddt, 410 DO NOT REPRODUCE THESE SPECIFICATIONS WITHOUT THE EX • PERMISSION OF THE DESIGNER.TH k SPECIFICATIONS ARE INSTRUMENTS OF 1?I�j 7 SHALL REMAIN THE PROPERTY OF THE WHETHER THE PROJECT FOR WHICH THEY ARE IS EXECUTED OR NOT. THESE MAW AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDRIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. lb 0 00�4 CO 6 Ciis- � 9� 10 • I I I 1 II,, I I I I _ \` I I ` I J I A FJ `i T r - I CA I I I I I I L- Q) 7r cs rTl{ • 71- to 8 as w ,� Ch Tt, °' ac PP2-2,4 lk V $� W Q r l >~ Jr -BOCCI_ ' 111 X111 111 111 111 11� --—-—- A ( V — p N 1 44" ,;I w.c. 1 P2-23 ADA CNISEX GENERA O g ti DA U W.C. PP2 U 10: :� _ AN UL 106 - U • M � U 111 I-I-I PP2-1 / _ �► PP2 1 LARGE — �' GFcI • 4140 -• 44 iii i1� PP2—:,8 '.2 UNISEX VAN I, , UL 10 ---; I CATERING Fr r/ST1' 0 a (I-12P) PP —16 '�POc[ T :RARY/CHI 'RENS GFcjA PLAY �' A 44 i1� �'2 PP2-2• • UL 04 APE 2 A' �' DOW► TO C UNISEX VA I PP2-5 r _ UL 10e Ai A _ HP 7&BC pJ TO EDG Arrwrcel I �� -•• �i ' 1 1 W PP —3 �;. UNIT /1\ r('-3)111 ICING REP PTACLE •'I ROOF PP2- •,12 ON ROOF ,_, � � ', PP2-9 = — ,_ ,`�� - �, ►--I -- - _— d 111 . UI ■ 111 111 — 0 00 , 4( �^ I--I .t. Wc/) ,_,1 zo ___ ___T___________7__i__________ , PLAN SHOWS FUTURE WORK IN 1 1 AREA. ALL EXISTING POWER ON THEHED UPPER I Q LEVEL TO REMAIN AS IS IN THIS AREA. O P4 2. WORK IN NEW RESTROOMS IS TO BE PART hilllik\ , OF THIS PROJECT. H CA w 1. OM I I l I I I I I 71- - _ __ I- - D L_-_ 4-14=-----1l I I I I I I I / I / / I I I I I I / I / / I I I I I I I / ATE: ISSUED FOR: I // I 09/22/17 FINAL REVIEW // 11/7/17 / I\ 1 I I 11/17/17 A • `\ I 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 / __ __ _ __ __ _ __ __ _ __ _ _ __ __ _ __ __ _ __ __ _ __ __ _ __ __ _ __ __ _ __ __ _ __ _ -----_4_____________4_ 0r r • . w d, 1 ■ .•• F • I I I 1 I I I /• • 1 ,r.(72 ..,?...„ +14� +••■r■R•■■■° s ____ .... ,..,........... DATE: 09/22/2017 _ ELECTRICAL -UPPER LEVEL LOFT FLOOR PLAN 40 JOB NO: 17-121 DRAWN BY: BCE SCALE: 3/16''=1'-0" CHECKED BY: BCE SCALE: AS SHOWN SHEET NUMBER: NORTH E2-2 - November 29, 2017 - 10:42:10am M DO NOT REPRODUCE THESE SPECIFICATIONS WITHOUT THE EX' PERMISSION OF THE DESIGNER.TH lb.. k SPECIFICATIONS ARE INSTRUMENTS OF - n 7 PANEL SCHEDULE - PP2 TYPE: PANELBOARD BUS SIZE: 225 PHASES: 3 NEUTRAL BUS: YES SHALL REMAIN THE PROPERTY OF TH / REFRIGERATION F R I G E RATION EQUIPMENT SCHEDULE WHETHER THE PROJECT FOR WHICH THEY ARE .,,• VOLTAGE: 120 208 MAIN BRKR: NONE WIRES: 4 GROUND BUS: YES IS EXECUTED OR NOT. THESE MOM AND ENCLOSURE: NEMA1 MOUNTING: FLUSH SC RATING: 10000 SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON COMB: COMBINATION MOTOR STARTER N NONE REQUIRED CONT: CONTRACTOR ANY OTHER PROJECTS FOR ADDMONS TO THIS PROJECT LOAD TYPE LOAD DESCRIPTION AMPS CKT# 0 CKT# AMPS LOAD TYPE LOAD DESCRIPTION MAG: MAGNETIC MOTOR STARTER P/I: PLUG-IN UNIT MAN: MANUAL MOTOR STARTER BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN POLES LOAD LOAD POLES W U: SUPPLIED WITH UNIT: PeRMISSION OF THE DESIGNER. RECEPTACLE BATHROOM OUTLETS 20A 1 A 2 20A MECH HEATING UNITS EB-1 FULL BRANCH CIRCUIT GRND GROUND FAULT BREAKER 5 MA 1P 480 600 2P --- UNIT FUNCTION LOAD VOLTS LOAD BRKR START DISC NO (NOTES) CONDUIT NO. WIRE WIRE SIZE FUSE RECEPTACLE LIBRARY 20A 3 B 4 --- MECH HEATING --- AMPS SIZE CONDUCTOR SIZE SIZE --- 1P 720 600 --- --- 10 COMPRESSOR 208 3 17.0 1/2" 3 10 10 30A W/U 30 RECEPTACLE CATERING SUPPORT 20A 5 C 6 15A MECH YEAR ROUND HEAT PUMP UNITS /5 \) COMPRESSOR30 - - 1 P 720 520 2P --- 2 208 3 17.0 1/2" 3 10 10 30A W/U 30 (CO) COMPRESSOR 60 RECEPTACLE ROOM UL 101 20A 7 A 8 --- MECH YEAR ROUND --- \3/ 208 3 43.0 3/4" 3 6 10 60A W/U 60 --- 1P 900 520 --- --- ®i COMPRESSOR60 208 3 39.3 3/4" 3 6 10 60A W/U 60 RECEPTACLE ROOM UL 101 20A 9 B 10 20A MECH YEAR ROUND ERV UNITS --- 1P 720 874 2P --- CU CONDENSER 60 2 208 3 28.0 3/4" 3 8 10 50A W/U 45 RECEPTACLE ROOM UL 100 20A 11 C 12 --- MECH YEAR ROUND --- --- 1P 720 874 --- --- LIGHTING LIGHTING 20A 13 A 14 20A MECH HEATING UNIT EUH-1 --- 1P 1000 2000 1P --- LIGHTING LIGHTING 20A 15 B 16 20A RECEPTACLE CATERING SUPPORT MECHANICAL EQUIPMENT SCHEDULE `�� --- 1P 1000 720 1P --- LIGHTING LIGHTING 20A 17 C 18 20A RECEPTACLE CATERING SUPPORT COMB: COMBINATION MOTOR STARTER N NONE REQUIRED CONT: CONTRACTOR F --- 1P 600 360 1P --- MAG: MAGNETIC MOTOR STARTER P�I: PLUG-IN UNIT W : SUPPLIED .O_TOR STARTER RECEPTACLE DOWNSTAIRS OFFICE 20A 19 A 20 20A SPARE UNALLOCATED FUTURE UNIT FUNCTION LOAD VOLTS FULL BRANCH CIRCUIT GRND BRKR START DISC (IT: �� --- 1P 540 200 1P --- NO (NOTES) LOAD CONDUIT NO. WIRE WIRE SIZE FUSE U RECEPTACLE CATERING SUPPORT 20A 21 B 22 20A SPARE UNALLOCATED FUTURE AMPS SIZE CONDUCTOR SIZE SIZE --- 1P 720 200 1P --- BC BRANCH SELECTOR 208 1 .8A 1/2" 2 12 12 15A NR $2 MECH YEAR ROUND WATER HEATER 30A 23 C 24 20A SPARE UNALLOCATED FUTURE 208 3 55A 1" CONDENSING UNIT 3 4 6 70A W/U100 --- 1P 2000 200 1P --- (Cu)1I 70 CL) SPACE --- --- 25 A 26 --- MECH YEAR ROUND --- /1B \ ELECTRIC BASEBOARD 600W 208 1 2.9A 1/2" 2 12 12 15A NR NR --- --- 0 6600 --- --- \ // EXHAUST FAN 100W 120 1 1.0A 1/2" I 2 12 12 20A NR NR .ti) 1 - SPACE --- --- 27 B 28 70A MECH YEAR ROUND CONDENSING UNIT CEF 1 > UNIT EF-2 IS SIMILAR N --- --- 0 6600 3P --- /SRV\ ENERGY RECOVERY UNIT 208 1 4.2A 1/2" 2 12 12 15A NR NR W ap SPACE --- --- 29 C 30 --- MECH YEAR ROUND --- \ 1 / UNIT ERV-2 IS SIMILAR _ ___ U ELECTRIC UNIT HEATER bA W --- 0 6600 --- --- 1.5KW 120 1 12.5A 1/2" 2 12 12 20A NR NR .-' LOADS BY TYPE: LOADS BY PHASE: /HP\ HEAT PUMP UNITS 208 1 .7A 1/2" 2 12 12 15A NR .+--' U o \\ 1 UNITS HP-2 THRU HP-6 SIMILAR $2 ,-1T. ,•--- LOAD CONNECTED DEMAND DEMAND CONNECTED CONNECTED BALANCE MA MAKEUP AIR UNIT 208 3 16.7A 1/2" 3 10 10 30A W/U 30 t' o0 TYPE LOAD (VA) FACTOR LOAD (VA) PHASE LOAD (VA) LOAD (AMPS) (PERCENT) \ 1 > UNIT MA-2 IS SIMILAR 30 �;O o LIGHTING 2600.00 1.25 3250.00 A 12840.00 107.00 A-B: 94.7 WH WATER HEATER 2KW 120 1 16.7A 1/2" 2 10 10 30A W/U 30 0 W Q U o0 KITCHEN 0.00 0.00 0.00 B 12153.50 101.28 B-C: 96.5 7 PROCESS 0.00 1.00 0.00 C 12593.50 104.95 C-A: 98.1 - .o N RECEPTACLES 6600.00 1.00 6600.00S-I v In o MECH HEATING 3200.00 1.00 3200.00 TOTAL/AVERAGE 37587.00 104.41 96.4 $"'1 •--1 a- g MECH COOLING 0.00 1.00 0.00 0 ti MECH YEAR ROUND 24587.00 1.00 24587.00 NOTES: v ci APPLIANCE 0.00 1.00 0.00 .,-1 c (0 p MISCELLANEOUS 0.00 1.00 0.00 1. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN MECHANICAL, PROCESS, OR MOTOR LOADS. PANEL SCHEDULE - MMP TYPE: PANELBOARD BUS SIZE: 400 PHASES: 3 NEUTRAL BUS: YES = ig C7 2. MOTOR 0.00 1.00 0.00 VOLTAGE: 120/208 MAIN BRKR: NONE WIRES: 4 GROUND BUS: YES SPARE 600.00 1.00 600.00 ENCLOSURE: NEMA1 MOUNTING: FLUSH SC RATING: 10000 LARGEST MOTOR 1 ABOVE 0.25 4950.00 LOAD TYPE LOAD DESCRIPTION AMPS CKT# 0 CKT# AMPS LOAD TYPE LOAD DESCRIPTION TOTAL 37587.00 43187.00 POLES LOAD LOAD POLES MECH YEAR ROUND --- --- 1 A 2 --- MECH YEAR ROUND --- --- --- 2004 2004 --- • (2) 4#3/0+G MECH YEAR ROUND MAKE UP AIR UNIT 30A 3 B 4 30A MECH YEAR ROUND MAKE UP AIR UNIT (2) 2.5"C --- 3P 2004 2004 3P --- MECH YEAR ROUND --- --- 5 C 6 --- MECH YEAR ROUND --- --- --- 2004 2004 --- --- MOTOR BEER COOLER EVAPORATORS 20A 7 A 8 20A MECH HEATING ELECTRIC UNIT HEATER --- 1P 667 15500 1P --- F MOTOR MILK COOLER EVAPORATOR 20A 9 B 10 20A MECH HEATING ELECTRIC UNIT HEATER UTILITY --- 1P 437 15500 1P --- TRANSFORMER MISCELLANEOUS 3DR & 5 DR LIGHTS 20A 11 C 12 20A MISCELLANEOUS 3 DR ICE CREAM DOOR LIGHTS --- 1P 797 460 1P --- .I t ,�// MISCELLANEOUS 5 DR LIGHTS AND FANS 20A 13 A 14 20A MISCELLANEOUS 7 DR ICE CREAM DOOR LIGHTS _ (2) 4#3/0 CT --- 1 P 758 1067 1 P --- (2) 2.5"C CABINET MISCELLANEOUS 5 DR LIGHTS AND FANS 20A 15 B 16 20A MISCELLANEOUS 32' MULTIDECK LIGHTS ^ 00 SHO--- SHOW 1 P 758 414 1 P --- �-1 O RECEPTACLE SHOW WINDOW 20A 17 C 18 20A MISCELLANEOUS BEER COOLER DOOR LIGHTS --- 1P 1920 977 1P --- H W RECEPTACLE SHOW WINDOW 20A 19 A 20 20A MISCELLANEOUS WALKIN DAIRY COOLER DOOR LIGHTS (2) 4#3/0 = MMP --- 1 P 1920 382 1P --- I CA H (2) 2.5"C 400A 400A, MLO RECEPTACLE SHOW WINDOW 20A 21 B 22 20A MISCELLANEOUS MOBILE POINT OF SALE I Z 0 120/208V --- 1 P 1920 200 1P PROVIDE ISOLATED GROUND CIRCUIT _ O DISCONNECT RECEPTACLE SHOW WINDOW 20A 23 C 24 20A MISCELLANEOUS MOBILE POINT OF SALE I,P4 O 42K AIC 603CKT --- iP 1920 200 1P PROVIDE ISOLATED GROUND CIRCUIT NEMA 3R RECEPTACLE SHOW WINDOW 20A 25 A 26 20A MISCELLANEOUS MOBILE POINT OF SALE1111H ^ --- 1P 1920 200 1P PROVIDE ISOLATED GROUND CIRCUIT CA h�-� RECEPTACLE SHOW WINDOW 20A 27 B 28 20A MISCELLANEOUS ENTRY DOORS ONE LINE DIAGRAM --- 1P 1000 1000 1P _ ---A w � RECEPTACLE SHOW WINDOW 20A 29 C 30 20A MISCELLANEOUS ENTRY DOORS rT, --- 1P 1000 500 1P --- w Cr) N.T.S. RECEPTACLE SHOW WINDOW 20A 31 A 32 20A SPARE UNALLOCATED FUTURE --- 1P 1920 200 1P --- NOTES: RECEPTACLE SHOW WINDOW 20A 33 B 34 20A RECEPTACLE BATHROOMS & LOADING DOCK H 1 . PROVIDE INFORMATION REQUIRED BY NEC 110.24 TO THE SERVICE EQUIPMENT. --- 1P 1000 720 1P --- 2. PROVIDE INFORMATION ON ALL ELECTRICAL PANELBOARDS AND SWITCHBOARDS REQUIRED MISCELLANEOUS MOBILE POINT OF SALE 20A 35 C 36 20A PROCESS PREP AREA BY NEC 1 1 0. 1 6. PROVIDE ISOLATED GROUND CIRCUIT 1P 200 1000 1P --- 3. PROVIDE SERIES RATED EQUIPMENT TO ALLOW FOR 10,000 AIC PANELBOARDS MECH YEAR ROUND WATER HEATER 30A 37 A 38 20A PROCESS PREP AREA 4. PROVIDE GROUNDING PER NEC REQUIREMENTS --- 1P 2000 1000 1P --- SPACE --- --- 39 B 40 20A PROCESS PREP AREA 5. ALL WIRE SIZES ARE CU UNLESS SPECIFIED --- --- 0 1000 1P --- SPACE --- --- 41 C 42 20A RECEPTACLE STORAGE AREA --- --- 0 360 1P --- SPACE --- --- 43 A 44 --- SPACE --- ATE: ISSUED FOR: --- --- 0 0 --- --- 09/22/17 FINAL REVIEW SPACE --- --- 45 B 46 --- SPACE NEUTRAL --- --- 0 0 --- --- 11/7/17 . BUS Ak SPACE ___ ___ 47 0 C 48 --- --- --- --- --- SPACE _-- 11/17/17 0 SPACE --- --- 49 A 50 --- SPACE --- 0 0 --- CONNECTION SPACE --- --- 51 B 52 --- SPACE MADE WITHIN 5' --- --- --- 0 53 0 --- --- --- MIN. SPACE --- C 54 SPACE #6 CU OF POINT OF --- --- 0 0 --- --- ENTRANCE QF MECH COOLING --- --- 18480 A 506 --- SPACE --- .� � I �t� It� � PIPE --- --- --- --- FOUNDATION MECH COOLING EDGE UNIT REFRIGERATION UNIT 175A 57 B 58 SPACE I I I I f --- 3P - 18480 0 ------ ------ �11'' 3 _ MIN. FOOTER MECH COOLING 59 C 60 SPACE ` '' ` #4 CU _ , , --- --- 18480 0 - a . Z1L) ' LOADS BY TYPE: LOADS BY PHASE: ` ■ n 354 = rI IIII II-III-III-I I f I =� LOAD CONNECTED DEMAND DEMAND CONNECTED CONNECTED BALANCE ' 1f2//7e :',� METALLIC MAIN DOMESTIC - - - - I - - I I \ CONCRETE ENCASED ELECTRODE TYPE LOAD (VA) FACTOR LOAD (VA) PHASE LOAD (VA) LOAD (AMPS) (PERCENT) 'F4'••',I I. _= COLD WATER PIPE II T III III III III III III III- REBAR UFER GROUND (MIN. 20 LF LIGHTING KITCHEN 0.00 0.00 1.25 0.00 0.00 0.00 A B 50022.00 46437.00 416.85 386.98 A-B: 92.8 ••••• - - (MIN B-C: 68.5 (MIN 10') GROUND ROD OF CONDUCTOR) TO BE ENCASED PROCESS 3000.00 1.00 3000.00 C 31822.00 265.18 C-A: 63.6 RECEPTACLES 10000.00 1.00 10000.00 (10 L x 3/4 D IA) BY A MINIMUM OF 2" OF CONCRETE RECEPTACLES 5600.00 0.50 2800.00 TOTAL/AVERAGE 128281.00 356.34 75.0 COPPER CLAD MECH HEATING 31000.00 1.00 31000.00 DATE: 09/22/2017 MECH COOLING 55440.00 1.00 55440.00 JOB NO: 17-121 MECH YEAR ROUND 14024.00 1.00 14024.00 NOTES: APPLIANCE 0.00 1.00 0.00 DRAWN BY: BCE SCHEMATIC F A GROUNDING ELECTRODE SYSTEM MISCELLANEOUS 7913.00 1.00 7913.00 1656.00 SCALE:1. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN MECHANICAL, PROCESS, OR MOTOR LOADS. CHECKED BY: ASBCE SHOWN MOTOR 1 104.00 1.00 SPARE 200.00 1.00 200.00 SHEET NUMBER: LARGEST MOTOR 1 ABOVE 0.25 13860.00 TOTAL 128281.00 108341.00 E2-3 - _) November 29, 2017 - 10:42:10am 12--- . _ en DO NOT REPRODUCE THESE idati OF go I ithpl( SPECIFICATIONS WITHOUT THE EX' } PERMISSION OF THE DESIGNER. TH •¢ SPECIFICATIONS ARE INSTRUMENTS OF TH- pion-. SHALL REMAIN THE PROPERTY OF THE WHETHER THE PROJECT FOR WHICH THEY ARE , - IS EXECUTED OR NOT. THESE MON AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. / 0 0 0 II I 4 6 I® 9 0 I\\\ I 0 0, �I I 1 N I 1 1 IIII II II I . . . A T - )11 VESTIBULE f' � ML 100 - - U I } L- GENERAL MECHANICAL DEMOLITION NOTES: L I II II II II i} SI 1,1 IV �I (� II II II II II II I - I II II II II II II II I ` CID ViOjIL TYPICAL A • I 1. REMOVE ALL MECHANICAL SYSTEMS AND EQUIPMENT ASSOCIATED WITH THE CHECKOUT SYSTEM SERVING THE MAIN LEVEL. THIS INCLUDES FAN COILS, ROOF-MOUNTED 185 CFM : CONDENSING UNITS, EXHAUST FANS, DUCTWORK, HEATING PIPING, GRD'S AND v� I,____....--/i I. ASSOCIATED CONTROLS. •1� a -1 _.J FXFQ12TVJU d ® 18"� ® ® 22"� ® 1 1 2. THE EXISTING BOILER SYSTEM LOCATED IN THE RESIDENCE SPACE IS TO -I ., Cl U _ I REMAIN IN SERVICE. PIPING SERVING THE FAN COILS FOR THE MAIN AND w bA 1-1L17 -1-- t = \''14''\ I :MI 11? ::•:•� ® UPPER LEVEL IS TO BE CAPPED AND UNUSED PIPING REMOVED. WIH- rI I I �•,•,•.i -� • If i1r 0 Q I '� , IL -LI- 0 L� s rt 11 0 1. 1. .Ir 1 11 /MA B 0 O0 a; W. 11 1 SIL JII I �� 1 \ 1 / _ N i-1 O CD LJ , � o W QU oco — o�, _� 44''X44'' O �y aj , cn 2 15' KOMBUCHA SELF SERVE — -� MA-1B _ Q v —, -- , N /� custom counterN •U U O I II SII IlI II I r U I I II II II II IIcs 1 .r IT �r r� I, ,`r i� ,`r ,`r ,I O O ti J J J J 1 J II J II 1 1 J J J J I u J J J J J FLAG NOTES: aQ U CI �L _/' •'-1 N a1 " O © = 1. ROUTE 8"o COMBUSTION AIR DUCT TO SCREENED GOOSENECK THROUGH I-'-I LJ Q -----I ROOF. ROUTE TWO, 5"0 FURNACE VENTS THROUGH ROOF TO LISTED VENT 1 - DAIRY COOLER CAP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. I II ir II ir -;r 1 I II ir a II ML 105 1 2. ROUTE 6"0 EXHAUST DUCT UP THROUGH ROOF TO SCREENED GOOSENECK. _./ I II II II II II 11 I I 11 J II J 11 h 1 I Ir ;� ;� ;� ;� , I I Ik ,r -- � ' II II II II II II Ilr ,11 i 11 a u J J J J 1 11 II 1 ,--0-11.-- 1 1 3. RETURN GRILLE ABOVE CASE IN SOFFIT. SEE ARCHITECTURAL DRAWINGS. 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MI 1'S RESTROOM WOMEN'S REST OM i /&;145- 0 108 ML 110 UTILI ML 111 LOADING DOCK • a I - - 100 ML 112 % 1 A •A 'L / 1 - - I © I I © ; I I '1 - i I (DATE: ISSUED FOR: I I I i I I /I I 09/22/17 FINAL REVIEW I 1 I I I I I I / I I I / - / _ 1 I I I I 1 1 / I ir / 1 I r I I I I I t' r `JE DECK 1 ,/ I I / I FROEUCE ;/ I 1 I I I I I I // I I I I I V I I I I l il _ 1 - 0 ��‘‘, 1 I I I I I I Ifill ,-6), •••o� / r • • D I I • / s 25400 i� •• .•WU-13-17 ;4- 11 . . 1 • ••. �tk ` L '-. • (DATE: 09/22/207 MECHANICAL -FLOOR PLAN JOB NO: 17-121 DRAWN BY: BCE SCALE: 3/1 6"=1'-O” / CHECKED BY: BCE SCALE: AS SHOWN NORTH SHEET NUMBER: M1 - 1 _) _ September 26, 2017 - 3:37:50pm X00, OF ' „! (4;4"1 .0 . . r . DO NOT REPRODUCE THESE cv SPECIFICATIONS WITHOUT THE EX A bi PERMISSION OF THE DESIGNER.TH k SPECIFICATIONS ARE INSTRUMENTS OF .lib a)07 SHALL REMAIN THE PROPERTY OF TH WHETHER THE PROJECT FOR WHICH THEY ARE IS EXECUTED OR NOT. THESE ®AAWI§ AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN MISSION OF THE DESIGNER. 40 0 0 e 6 �8 �9 10 1 I I I I I I I I I , I I I ` I , I I A F+ 0 I I, I I I I I Icic _ = N N 71- II II II II ■� - - - - H - - - - - - - - . u u u GENERAL MECHANICAL DEMOLITION NOTES: / 1 C5i r--I 41. REMOVE ALL MECHANICAL SYSTEMS AND EQUIPMENT ASSOCIATED WITH THE -��i y SYSTEM SERVING THE UPPER LEVEL. THIS INCLUDES FAN COILS, ROOF-MOUNTED CONDENSING UNITS, EXHAUST FANS, DUCTWORK, HEATING w bJJ o PIPING, GRD'S AND ASSOCIATED CONTROLS. aQ W I` .� m ;, - — 0cioo � v) a� 6;p o I -1 _ -3) r l -v FIFIN. �../ bA W.C./.} . 771 "O , B n } ♦ 8 N c) 8 1 - ADA UNISEX Co-30 RALE (BS) NISEX W.C. �� / - FLAG NOTES: _ ,. vj rd a� ITY UL 106 © °° ° I 1. VRV CONDENSING UNIT ON ROOF ON 4” CONCRETE HOUSEKEEPING PAD. LOCATE •1-1�y-� N 01 O tIO Ca) 05 I_ c: BEHIND EXISTING SCREEN SYSTEM. W c_ ct -- -,1 I 2. REFRIGERANT PIPING DROP THRU ROOF TO CEILING SPACE BELOW. SEE DETAIL. i M 1 3. BRANCH CONTROLLER IN CEILING SPACE. SEE PIPING DETAIL. L--_ . » -— 5 6"O MD MD 6 Q D 6 0\ �' 6"0 MD6)-1- 4. ROUTE REFRIGERANT LINES TO INDOOR UNITS AS SHOWN AND PER PIPING DETAIL. I JAI• ' Imo-- , / .��` ��` '/� ��` 8 ��` 5. INDOOR CASSETTE UNIT IN CEILING. COORDINATE WITH ROOF STRUCTURAL SYSTEM. CAT�FIf,G`S■ T S 0P;. - \rI'ii :I-J'-- firI'iiial-J'-,,,, _( -'firIPi•i• I�/'- �I�i�i� I-✓'-- Fq JL 1 2 �� ,••0 U 6. OUTDOOR AIR CONNECTION TO INDOOR UNIT. bd H P\e OKH (H1PV 7. ENERGY RECOVERY VENTILATOR (ERV) IN CEILING SPACE. P) OSA 12"0 FXFQ247VJU FXFQ24NJU FXFQ24TVJU O FXFQ24TVJU JJ _ 8. ROUTE OUTSIDE AIR INTAKE THRU ROOF TO SCREENED GOOSENECK AT 12" MINIMUM u" 6"" 1-12"0 1ISUP EXHL 12"0 `__/ R\ ABOVE HIGHEST ANTICIPATED SNOW LEVEL. I `WC-�. r 12"4 RA OT © 9. ROUTE EXHAUST AIR DISCHARGE THRU ROOF TO SCREENED GOOSENECK AT 12" ~� ' 0 ON ROOF I 12"O MINIMUM ABOVE HIGHEST ANTICIPATED SNOW LEVEL. MAINTAIN 10'-0" MINIMUM TO O ® OS' = OUTSIDE AIR INTAKE. ��JJ 146 O [12"0 1SUP EXH 12 0 / L(' 12"0 IRA O 0 9 CI/ T Guardsrequiredonroof'sedges /--- - ---------- / wherever rooftop o equipment is p4 1 c, o. 1 p ►-� 1 : added/ relocated within 10' of the p4 ; , roof's edge per IBC sections .._,_, ,, 1015 . 3 1015 . 4 and 1015 . 6 ,., 0 � 11 w 1 V I I _ I I I I 1 - D I I I I I I r J I I I I I I I / I I I I I I I / 1 / I I I I I I 1 /` ATE: ISSUED FOR: I I I I I /' I I 09/22/17 FINAL REVIEW i i i I I I I I I 1 i i i I I I I I / I I / I I I I I / I I I III I I I t �w!��•514p°•0• ,t '1 II / I1 1 i I I I / I • ____4_____________ _ 0 ,/ I I I 1 , • I I I I I I I ° 'I IS ••.W-83-/7 • ," I `L G = DATE: 09/22/2017 MECHANICAL —UPPER LEVEL LOFT FLOOR PLANJOB NO: 17-121 DRAWN BY: BCE SCALE: 3/16''=1'-0" \ / CHECKED BY: BCE \ / SCALE: AS SHOWN SHEET NUMBER: NORTH M1 -2 } _ September 26, 2017 - 3:37:50pm to of d•4,4„ 1 C AIR CONDITIONING EQUIPMENT SCHEDULE DO NOT REPRODUCE THESE SPECIFICATIONS WITHOUT THE EX' PERMISSION OF THE DESIGNER. TH 15 EQUIPMENT NOMINAL COOLING NOMINAL HEATING REFRIGERANT PIPING ELECTRICAL SPECIFICATIONS ARE INSTRUMENTS OF TN +-loin.6. SERVICE TYPE CFM MANUFACTURER MODEL REMARKS SHALL REMAIN THE PROPERTY OF THE NO. CAPACITY (BTU/HR) CAPACITY (BTU/HR) LIQUID SUCTION VOLT.-PH.-CY. MCA MOCP WISETHER THE EXECUTEDORONOTT FOR TME EICH®THEY ARE AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON HP-1 TO 4, 6 CHABAD CEILING CASSETTE 24,000 27,000 777 3/8 5/8 230/1/60 0.7 15 DAIKIN FXFQ24TVJU SEE NOTES 1 -3 ANY OTHER PROJECTS FOR ADDRIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN HP-5, 7 CHABAD CEILING CASSETTE 12,000 13,500 441 1/4 1/2 230/1/60 0.3 15 DAIKIN FXFQ12TVJU SEE NOTES 1 -3 PERMISSION OF THE DESIGNER. / NOTES: 1. PROVIDE WITHINTELLIGENT TOUCHMANAGER (iTM)#DCM601A71, NAVIGATION REMOTE CONTROLLER (ONEPER UNIT),DECORATION PANEL, FILTER, ANDFRESH AIR INTAKE KIT. PROVIDE WITHREFRIGERANT LINE SETS ASRECOMMENDED BYMANUFACTURER. 2. PROVIDE WITHCONDENSATE PUMP. 3. PROVIDE WITHSELF CLEANING FILTER. AIR COOLED CONDENSING UNITSCHEDULE EQUIPMENT SERVICE NOMINAL COOLING NOMINAL HEATING IEER COP@47°F REFRIG. PIPING ELECTRICAL WEIGHT MANUFACTURER MODEL REMARKS NO. CAPACITY (MBH) CAPACITY(MBH) LIQUID SUCTION V/PH/CY MCA MOCP (LBS.) CU-1 CHABAD 172.3 140.1 22 3.77 1/2 1-1/8" 208/3/60 61.9 70 780 DAIKIN REYQ168TTJU SEE NOTES: 1-4 ��NOTES: ` 1. PROVIDE LINE SETS ASRECOMMENDED BYMANUFACTURER, ANDMULTI UNITCONNECTORKIT. HEATING OPERATION DOWN TO-13 F,SIMULTANEOUS HEAT/COOLRANGE OF -4 TO 110 F. TEN YEARCOMPRESSORWARRANTY. VARIABLE TEMPERATURE �' REFRIGERANT (VRT) OPERATION. VARIABLE SPEED INVERTERDRIVEN COMPRESSORS. 41600, 2. PROVIDE SNOW ANDHAILGUARDS. �j 3. OUTDOOR CONDITIONS OF 85F/61 F FOR COOLING AND 0 F FOR HEATING. 4. INDOOR CONDTIONS OF 80 FDB/60 F WB. vcN CD BRANCH CIRCUIT CONTROLLER SCHEDULE ' EQUIPMENT NUMBER OF NUMBER OF UNITS ELECTRICAL DIMENSIONS LxWxH TYPE LOCATION MANUFACTURER MODEL REMARKS N NO. BRANCHES PER BRANCH V-PH-CY MCA MOCP (INCHES) w a © to BS-1 6 5 MULTI-PORT CEILING 230-1-60 0.8 15 DAIKIN BS6Q54TVJ 22X12X19 SEE NOTES 1 W °, BS-2 1 1 SINGLE CEILING 230-1-60 0.1 15 DAIKIN BSQ36TVJ 15X8X12 SEE NOTES 1 ,l • o U U1oo a,-- NOTES: v) a) O o 1. PROVIDE WITH PIPINGKIT. W Q C) oo HEAT/ENERGY RECOVERY VENTILATOR SCHEDULE t.-, o EXHAUST OUTSIDE RECOVERY EFFICIENCY SUPPLY/EXH ELECTRICAL UNIT UNIT E.S.P. 0 EQUIPMENT NO. SERVICE AIR AIR FILTERS FAN WEIGHT MANUFACTURER& MODEL OPTIONS/ACCESSORIES (CFM) (CFM) (IN. W.G.) HEATING(%) COOLING (%) (HP) V./PH./HZ. MCA MOCP (LBS.) bA N 01 I- ERV-1, 2 HABAD 600 600 0.76 70 72 T/A NA 230-1-60 4.2 15 148 DAIKIN,VAM600GVJU NOTE 1 120 n C7 si NOTES: 1. PROVIDE INTERLOCK TO INDOOR VRV UNITS. UNITS TO OPERATE DURING OCCUPIED HOURS AND BE CONTROLLED FROM THE CENTRAL CONTROLLER. ELECTRIC BASEBOARD SCHEDULE EQUIPMENT NO. SERVICE LOCATION LENGTH HEAT OUTPUT ELEMENT MANUFACTURER& MODEL FINISH OPTIONS/ACCESSORIES (FT) (BTU) WATTS AMPS V./PH./CY. 1 EB-1 RESTROOM WALL 3 2,048 600 2.9 208/1/60 RAYWALL, F3906-36C WHITE SEE NOTE 1 I� " I NOTES: w 1. WITH INTEGRAL THERMOSTAT, THERMAL LIMIT, 12 GAUGE COVER. p4 kr) EXHAUST FAN SCHEDULE � EXTERNAL STATIC MOTOR Q EQUIPMENT NO. SERVICE LOCATION CFM MANUFACTURER& MODEL OPTIONS/ACCESSORIES PRESS (IN. W.G.) WATTS HP RPM VOLT/PH/HZ W EF-1, 2 RESTOOMS CEILING 100 0.5 100 NA 1075 120/1/60 COOK, GC-148 SEE NOTE 1 F-�-I I V/ P4 • EF-3 REF ROOM CEILING 400 0.5 300.00 NA 1500 120/1/60 COOK, GC-642 SEE NOTE 1 I O NOTES: 1. PROVIDE SOLID STATE SPEED CONTROLLER, EC MOTOR,VIBRATION ISOLATORS, BACKDRAFT DAMPER, DISCONNECT SWITCH. P4 O ci/ I, GAS FIRED MAKE-UP AIR UNIT SCHEDULE F� w EXTERNAL OPTIONS/ACCE CD M STATIC EFFICIENCY GAS RATE ELECTRIC SSORIES u EQUIPMENT NO. SERVICE SUPPLY AIR(CFM) PRESS.(IN. INPUT(MBH) OUTPUT(MBH) A.F.U.E. (CFH) MANUFACTURER& MODEL WEIGHT(LBS) W.G.) HP V/PH/HZ H GREASEMASTER, SEE NOTE 1 MA-1, 2 MARKET 3000 0.75 400 324 80% 494 3 208/3/60 1876 GM2-IBT-400-200-200-20D NOTES: 1. PROVIDE WITH MOTORIZED BACKDRAFT DAMPER, HIGH ALTITUDE KIT, HEATED CONDENSATE DRAIN, IBT EVAP INTERLOCK, EVAP FREEZE PROTECTION, INDOOR HANGING OPTION, MIXING BOX WITH OUTSIDE AIR CONTROL,MERV 8 FILTERS, VFD, OCCUPIED SCHEDULING. GRILLE-REGISTER-DIFFUSER SCHEDULE ATE: ISSUED FOR: EQUIPMENT NO. SIZE MODEL MANUFACTURER FINISH OPTIONS/ACCESSORIES 09/22/17 FINAL REVIEW A 14"X6" 520 PRICE WHITE OBD B 120"X14" 530 PRICE WHITE C 24"X24" 80 PRICE WHITE LOUVER SCHEDULE EQUIPMENT NO. SERVICE WIDTH (IN) HEIGHT (IN) THICKNESS OF WALL (IN) MATERIAL INSECT/BIRD SCREEN MANUFACTURER& MODEL OPTIONS/ACCESSORIES LV-1 INTAKE 44 44 6 STEEL INSECT (45..1.741:2e_51"3:2_0:0;:.‘LI/:NOTES: 1. Lg 0 ``% ......_,r, ,L '�__I ELECTRIC UNIT HEATER SCHEDULE INTAKE AND RELIEF HOOD SCHEDULE EQUIPMENT AIR TEMP. FULL LOAD THROAT NO. SERVICE CFM HP RPM BTU/HR KW RISE (F) AMPS(FLA) V/PH/HZ MANUFACTURER & MODEL OPTIONS/ACCESSORIES EQUIPMENT NO. SIZE HOOD SIZE TYPE MANUFACTURER& MODEL OPTIONS/ACCESSORIES DATE: 09/22/20/7 Lin X Win (Lin X Win) EUH-1 ENTRY 175 NA 600 5,120 2 NA 12.5 120/1/60 RAYWALL, AFA115D SEE NOTE 1 ( ) JOB NO: 17-121 RH-1 34X34 46X46 RELIEF COOK, TRE SEE NOTE 1 DRAWN BY: BCE CHECKED BY: BCE NOTES: SCALE: AS SHOWN 1. PROVIDE WITH DISCONNECT SWITCH, THERMAL RESET, BUILT IN THERMOSTAT. NOTES: SHEET NUMBER: 1. PROVIDE ROOF CURB, INSECT SCREEN, MOTORIZED DAMPER. M 1 -3 , - September 26, 2017 - 3:37:51 pm °F 1/4 r . „..,.,- DO NOT REPRODUCE THESE SPECIFICATIONS WITHOUT THE EX- 4 ' PERMISSION OF THE DESIGNER.TH O. kk SPECIFICATIONS ARE INSTRUMENTS OF - In no)07 SHALL REMAIN THE PROPERTY OF TH - WHETHER THE PROJECT FOR WHICH THEY ARE IS EXECUTED OR NOT. THESE ®AA ai§ AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON to centralized controller ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN MISSION OF THE DESIGNER. CU 1 L1, L2, L3 61.9A 3ph L1, L2 4.2A 1ph OUT F1,F2 REYQ168TTJU • • • • •• • P1,P2 ' • REYQ168TTJU ERV-2 BRC1E73(1) IN F1,F2 F1,F2 VAM600GVJU 1.1• • • :+ lc L1, L24.2A1ph 1/8x5/8" •• • P1,P2 • • FC-1 ERV-1 FXFQ24TVJU F1,F2 VAM600GVJU BRC1E73(1) /•1.1 L1, L20.6A1ph L1, L20.7A1ph ■■ •• • P1,P2 LIFIA)b 1/8x5/8" BS 1 FC-1 • • BRC1E73(1) BS6Q54TVJ IN F1,F2 F1,F2 FXFQ24TVJU FC 2 B■■ Ell 410, FXFQ24TVJU OUT F1,F2 D 71- L1, L20.7A1ph U E BS F1,F2 m ■■ I--, • • P1,P2 $ FC • 2 • • BRC1E73(1) �.I FXFQ24TVJU 1/8x5/8" F 1,F2 N •1.1 N ,< 4 ate', FC3 L1, L20.7A1ph ti) N FXFQ24TVJU N •• • P1,P2 w bA FC 3 • • BRC1E73(1) W Cs C -t F1,F2 J U 1/8x5/8" U Cil ch 1, L20.7A1ph C4 - Q — O FC 4 • •• P1,P2 C) W U o0 FXFQ24TVJU FC 4 • • U °? p F1,F2 FXFQ24TVJU BRC1E73(1) Cl O •1.1 U N 1, L20.3A1ph •,— /4x1/2" 4"--:' •• •— P1,P2 I:0 n CJ ,' FC 5 • • BRC1E73(1) FC 5 FXFQ12TVJU FXFQ12TVJU F1,F2 •I•I 1, L20.7A1ph t, ' ' ••• P1,P2 • • 118x5/8" FC 6 BRC1E73(1) F1,F2 FXFQ24TVJU .•i •1•I FC 6 UNION FXFQ24TVJU L1, L2 0.1A 1ph L1, L2 0.3A 1ph REMOVABLE CAP 1• • A• 1P1,P2 C� 4)BS 2 FC 17 • rJ OUT F1,F2 noBSQ36TV lv IN F1,F2 F1,F2 • :XFQ12TVJU BRC1E73 O 1 DRAIN PAN �, ll �.J /4x 1/2" ' II ,I r---- kr) HFC 17 FXFQ12TVJU _ /- 6 FULL SIZE � Q Q EACH DIMENSION IS OF DRAIN w Q EQUAL TO FAN NEGATIVE 4 CONNECTION VRV WIRING DIAGRAM STATIC PRESSURE I O � l SCALE: NTS ii \ / �j Q Y--I \\\ / APPROVEDP4 O AIR GAP =1 HEIGHT i/ II FLOOR ROOF DRAIN,`_ FLOOR DRAIN, OR FLOOR SINK. CtM OUTDOOR CONDENSING • `""„, CONDENSATE DRAIN DETAIL ”"''' UNITS ='• '= N.T.S.VA, H 'A,�oo REF. LINES BRANCH CONTROLLER •. J .I -E MAIN L.P. DUCT RS RL- 3 i CT CO\ STS J CT O\ v \ V V SHEET vETAL TH C ,< \ ESSES ACOUSTIC LINING WHERE INDICATED ATE: ISSUED FOR: RS �ECTA\G U LAS DUCTS 7 09/22/17 FINAL REVIEW RL MAXIMUM SIZE STEEL ALUMINUM NO EXPOSED LINER 1 (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) EDGES \ . THROUGH 12 0.022 INCH (26 GAGE, GALV.) 0.020 INCH (N0. 24 B&S GAGE) 13 THROUGH 30 0.028 INCH (24 GAGE, GALV.) 0.025 INCH (N0. 22 B&S GAGE) SPIN DUCT 31 THROUGH 54 0.034 INCH (22 GAGE, GALV.) 0.032 INCH (NO. 20 B&S GAGE) COLLAR SEALER 55 THROUGH 84 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (N0. 18 B&S GAGE) OVER 84 0.052 INCH (18 GAGE, GALV.) 0.051 INCH (N0. 16 B&S GAGE) HAND THERMOSTAT 0 U\D DUCTS CTS VDAMPER I IIIIIIIIIIIIIIIIIIII I CLAMP "`�. THERMOSTAT DO FLEXIBLE •yrs p, •. 1 SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT FITTINGS ROUND DUCT ;� � 9R�• , 1'' o ROOM #2 ROOM #3 MAXIMUM SIZE STEEL STEEL STEEL AS INDICATED • % 'ti '; //MINIMUM THICKNESS, NOMINAL MINIMUM THICKNESS, NOMINAL MINIMUM THICKNESS, NOMINAL) LENGTH �� • 25400 (INCHES) l ) ( ) ( (6'-0" MAX.) ; i i� •••.•7U-73-77 I , • THROUGH 12 0.019 INCH (28 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) ROUND DUCT �' �� ti•'""''��_" 13 THROUGH 18 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) , ��`N .........'_ 19 THROUGH 28 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) TYPICAL LOW PESSUE ')TE v WITH v U LT P LE 29 THROUGH 36 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) - _ DATE: 09/22/2017 37 THROUGH 52 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 3 ' A\ C --I CT TME- OFF JOBNO: 17-121 \ 1 TS DETAIL NOT TO SCALE DRAWN BY: BCE CHECKED BY: BCE .S. SCALE: AS SHOWN SHEET NUMBER: M 1 -4 _ September 26, 2017 — 3:37:51 pm „,"44.„ DO NOT REPRODUCE THESE SPECIFICATIONS WITHOUT THE EX- A b PERMISSION OF THE DESIGNER.TH k SPECIFICATIONS ARE INSTRUMENTS OF - n,)07 SHALL REMAIN THE PROPERTY OF TH - WHETHER THE PROJECT FOR WHICH THEY ARE IS EXECUTED OR NOT. THESE ONAII®§ AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN MISSION OF THE DESIGNER. 00 (3 6 C1-3 9 10 I I I I I .../ , ,, , y ,,, \ .\ \‘ , , , I [ 9�I II II II I . A L - _E LI: �VESTIBULE ML 100 N MIIIPIV IR STORE U L 101 I--I ,- L-.-ibin I 7 II II II II ( {I I) IJ IJ II II II II II II I - I I I II II II II II IJ I ` i--I MOBILE - - N 71- CHECKOUTS N 4 •� I Chilled T N Wine - -- a' ML 112 -I ��I-I/N-- ti) W ,-_ O� •••d ii i, „ ir i N r —1 ' HP • •1--I � o ,,,,„ t di ++ G j '-ti'\\ I o o T B rr' ° a; vi i', KT) o 2” o0 o _ O Nn 0_, a 15' KOMBUCHA SELF SERVE G -� N N a - i I (.j u V O custom counter CA w m 0/-3/4„ •bA N a1 0 CL of o DAIRY COOLER L © - - ML 105 w - �� _ m— , , , , , , L , V, 10 FD-1 0 v E, GROCERIESi s ML 104 WALK IN DAIRY 8' a FD-1 v- �� TALL, 4 DOORS MILK "/WINE COOLER V 3 DOORS ICE CREAM I 1 I- — ML 102 - ' -1 - w r ' �/ .. H , . © 2 '112Q O 4/ 0 wQ - I L - I - FLAG NOTES: _� FS-1 I;'� a I V1 k+ L -_I �/ `_Z___I 'li .- 1. 4" WASTE DROP FROM FLOOR ABOVE. SEE SHEET P1-2. O --I --- -I—- i x• J 2. 4" WASTE DROP TO CEILING OF LEVEL BELOW. VERIFY LOCATION 0 -I-----r--11v 'I , OF EXISTING WASTE SYSTEM AT THIS LEVEL AND CONNECT NEW h-- Q L--O- J iijIR 70 10 I �� // DROP TO THIS LINE. P4M--I 1- i,,%'\•I 2" �/; 3. 3" WASTE DROP TO CEILING OF GARAGE BELOW. VERIFY /4% \ o� I LOCATION OF EXISTING LINES AT THIS LEVEL AND CONNECT NEW iA M--•1 I i �� DROP TO THIS LINE. L ---- ---1 16' FIVE DECK FD-1 N/ 4. 1" DOMESTIC COLD WATER LINE UP THROUGH FLOOR. SEE 2_1 PRODUCE � �� © 7 DOORS FROZEN FOOD 10 DOOR' Ef07F�'�! Fi' �E � I SHEET P1-2. C)/ --------------- - ------- ------------------------- -------------------------` / 1 5. CONNECT NEW 1-1/4" DOMESTIC COLD WATER LINE TO EXISTING Cr)71- ----- -- ------r ------�--__T__ �MI W ---�- I Ii WATER LINE IN THIS AREA. VERIFY LOCATION AND SIZE. 1 LANDING I—- _—_ ILL_—_—_ i _ _—_ 1 6. ROUTE 3/4" DOMESTIC WATER LINE TO EVAP COOLING SECTION H 1 r i ON AKEUP AIR UNITS. I i 7. ONNECT TO EXISTING GAS LINE IN THE BOILER ROOM. © ELECTRIC 1 e RE�OTROOM I i UTILIT" "' i EN'S RESTROOM 1 o 108 i �, 1 ML 111 8, , LOADING DOCK WC-1 I 111 09 �� - WC-1 ML 112 1 iph 7/r' 4)//- 1 11IV ` 1 1 "160 `I I I LV-1 L 1 1 11 1 1} 1 1 \ KATE: ISSUED FOR: 1 L I I I 1 1 1 1 1 09/22/17 FINAL REVIEW 1 1 I I I 1 1 1 1 I I I I 1 1 - 1 I I I I I , f I I I I 1 I I FIVE DECK I111 I111 1 1 // Si : 25400 FRODuc // 1 1 ! 1 II z_____________,_____________________________11___ 1 1 14....... , c • 10• i • W-13-17 • •.• \\`\• `Lr. (DATE: 09/22/2017 PLUMBING -FLOOR PLAN JOB NO: 17-121 DRAWN BY: BCE SCALE: 3/1 6"=1'-0" CHECKED BY: BCE SCALE: AS SHOWN SHEET NUMBER: NORTH P 1 - 1 } - September 26, 2017 - 3:37:57pm t of d•4, :‘,,,,piN, .14.r 40 . .. DO NOT REPRODUCE THESE SPECIFICATIONS WITHOUT THE EX 13 PERMISSION OF THE DESIGNER. TH k SPECIFICATIONS ARE INSTRUMENTS OF TH _}him lip- SHALL REMAIN THE PROPERTY OF THE WHETHER THE PROJECT FOR WHICH THEY ARE IS EXECUTED OR NOT. THESE MOH AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. 0 9 �4., 0 60 /,-8 /,-9 10 ., co T T T T T I I I I 1 1 I i i I 1 I ` I I I 1 I I LIFP.:]lid ar� I 1 - U I - I1 1 1 1 - _ = I j I I I N n - - lI III I I -- 01 Cl) GJ - r.L O O tO W ICN` 71 (1.) .,-1 U � p ct . : � - - Vgi U �� d1 B O W co U 000 -2 WC-2 _ .-, ___ FIFIN. boo w.c.�Ll �WH-1 N 1CJ1 •� U 08 ---_- 71777 GENERAL STORAGE 1 11 ,, CD gti NISEX FD-1 UL 103 ITY UL 106 Trr-5 -c -, -,) ic c- c -, •L :19 o�� F I 1 I 1 I ¢ OII01 I I ' 1 V3/4" =LARGE M41TPURPOSE— v 2 UL 1101 LV- '• jj HP\I I j I I 1 . , • CATERING ' ' 1TOR. '�:• i,•••- •� ��. ••• TIPURPOSEUL 102 a �� ♦�� ♦�� I �� +R �� SIV :/�,•,4/ --� 1 \ T,--P, '�HP� (HP\ HP 0 LV-2 3 2 I 1 1 OSA ---e FD-1R\� SUP EXH FLAG NOTES: T1", -ff RA 1. CONDENSATE LINE DROP TO FUNNEL DRAIN IN WALL. PROVIDE ~� ACCESS DOOR. ROUTE 2" WASTE LINE TO NEW MAIN WASTE LINE AS SHOWN. OSA - © M\21 2. 4" WASTE DROP TO CEILING BELOW. SEE SHEET P1-1. SUP EXH ryl N ___ 3. 1" DOMESTIC COLD WATER LINE FROM BELOW. SEE P1-1. RA9 H 1-1 C.) F - 00 Qo <, H w ,:,:, ;:„,W . ,„ Zo I I O P4, 1—i ..„,d , 1 ic l , I 4t I. I o I H 1---1----1----E----1--- ---------4---- p 1 1 i i i i j j ;-` j //` 1 1 1 1 1I 1 (LATE: ISSUED FOR: 1 1 I I II 09/22/17 FINAL REVIEW :-N ‘I I I J j 'IZ P�e. / ---- ----------- L ` I V. F r , - r 1 f t r [ 1 • 254Q0 • / / I '.•;w•-134 7 . •....•• , ‘‘; • ` \..04:, / (DATE: 09/22/2017 PLUMBING -UPPER LEVEL LOFT FLOOR PLAN JOB NO: 17-121 DRAWN BY: BCE SCALE: 3/1 6"=1'-O" CHECKED BY: BCE SCALE: AS SHOWN SHEET NUMBER: NORTH P1 -2 � - September 26, 2017 - 3:37:57pm toit of d•4,„ .N.0„ . 14: ' C DO NOT REPRODUCE THESE SPECIFICATIONS WITHOUT THE EX• tF PERMISSION OF THE DESIGNER. TH SPECIFICATIONS ARE INSTRUMENTS OF TN- ,1 loin SHALL REMAIN THE PROPERTY OF THE WHETHER THE PROJECT FOR WHICH THEY ARE , - IS EXECUTED OR NOT. THESE MOB AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. PLUMBING FIXTURE SCHEDULE • PIPING CONNECTIONS FIXTURE NO. DESCRIPTION MANUFACTURER MODEL TRIM OPTIONS-ACCESSORIES S/W VENT C.W. HW FD-1 FLOOR DRAIN JR SMITH 3" 2" - - PROVIDE NICKLE BRONZE STRAINER FS-1 FLOOR SINK JR SMITH 3" 2" LV-1 WALL MOUNTED BATHROOM SINK AMERICAN STANDARD 1 1/2" 1 1/2" 1/2" 1/2" GRID DRAIN K-7129-A-CP . LV-2 WALL MOUNTED BATHROOM SINK AMERICAN STANDARD 1 1/2" 1 1/2" 1/2" 1/2" `�� WC-1 ADA WATER CLOSET AMERICAN STANDARD 1.6/1.1 GPF SELECTRONIC, DUAL FLUSH VALVE 4" 2" 3/4" - PROVIDE SEAT. *pp, �'WC-2 ADA WATER CLOSET AMERICAN STANDARD 1.6/1.1 GPF SELECTRONIC, DUAL FLUSH VALVE 4" 2" 3/4" - PROVIDE SEAT . U Cl) N N -� •. to ELECTRIC WATER HEATER SCHEDULE •5 N an EQUIPMENT NO. CAPACITY RECOVERY @ 90 BTU/H WATER CONN. HEATING ELEMENT V/PH/HZ MANUFACTURER& MODEL OPTIONS/ACCESSORIES bA W (GAL) DEG. F.RISE (KW) WH-1 15 NA 6800 3/4" 2.0 120/1/60 RHEEM, PROE15 SEE NOTE 1 _ o NOTES: 1. PROVIDE WITH ASME RELIEF VALVE, ANODE ROD. 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I1�- ----� Illr --iII III= J Monroe & Newell 1 I I Z I - + �IIIIL Ji 11'` - iL J I I z Engineers, Inc. Q L - Q __ ___ _ :: :: Avon J Ir 1.', I I I I I I _- -$ I • - F J P.O.Box 1597 X /' W 70 Benchmark Road,Suite 204 !!-! 0 I H H H 0 Avon,Colorado 81620 _ �J 10- l_ L _ IV I EMAIL@ (970)949-7768 r- ,� 'r-- - -�11� Ir r ,. ---- -------llr - l; -1 ;r--- ---, avon monroe-newell.com -� z0 1 - z0 II 1 II ZO I 0I - 0 _,� ,17 7^ ! '1L - 1 �? z 0 Denver 11 - ■f ~H _ / 1400 Glenarm Place,Suite 101 h X Denver,Colorado 80202 v w r , L-- X II IIL--- II I� X W 0 II II - = III Ir - - N J �}�J W � + L ,. 1L 11! X 2 m J m 1C Lii X m (303)623-4927 X 0 0 D EMAIL denver@monroe-newell.com O J w� J 0 _ ___ _„ z 0 Ltfl II j „ II ,, 1 1 r r , ,� 1 �; ,r EU XX I i 11 , F r L 11 11' I 1 r w _—_ ° --- ---- ` ____ ____ ___II 1 1 � �_ IL- 11 II �� L_ r 11 11 11 11 1 ii ii AD NEWATE L — I. lL ,L L Ji JLJ YEIORG�G AT COL NR1/3,212 0 L J = E I EXI INS BEAM ;.+ SPL/ E T,rE GAL _ if .. 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HSS 4X4X1/4 HS 4X�IXI/4 HSS 4X4X1/4All HSS 4X4XIf«4 HSS -X4XI/4 /,'?li ,_, A , , ' COLUMN CO UMN COLUMN COLUMN COLUMN ,.. (1.iy?) Date0 - Fr 111 , STAIR AND do ...i Z z Z RAMP BY \ t ..,, ,T,,wwww.,..,,ivir,w..„...w._01,0,,,/„.7, 11_, _ __ H 06 1 b-16-2Q17 • F !v OTHERS\I til _z 7r H I 212: =1:CE 111 aMill=111M71111=14=1 IMII:=1= m 4) I ,5: .1 I `�0 X X 0 Orel ►h B+ TiM • D !L — W Xki) W- I w Ichlei ked By H� I EXISTING _1 TI EXISTING I _1 TI ` I PrOirett No. 106141 W&X10 14&X10 VOX I0 14&X10 3'-6" 5'-3" CX 'TING Re�/isiorrs XG I I I I I I I I 9 Permit 10/16/2017 I I I _ I I I I I I ReyisiarrA 11/02/2017 I - Ni- Di A Reyisiorl 11/10/2017 I /SIN ,4*"'''.0- ING PI I I I I 1/4" 1= 1'-0" I I l\/ I I I I FRA�ING NOTES: r I 1 I I. ALL EXISTING STEEL FRAMING SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL INFORM ENGINEER A D ARCHITECT OF ALL EX STING STRUCTURAL ITEMS I THAT DO NOT MATCH ASSUMED CONDITIONS. I I I I 2. "TEMPORARY SHORING OF JTRUCTURAL FRAMING DURING-RENOVATION IS THE 1 1 I CONTRACTOR'S'RESPONSIBIIL ITY, I I 1 I 1 1111IIl 3. ItISTALLATION OF MECHANIc-AL FLOOR, WALL AND-RCOF PENETRATIONS HAVE I Tp BE-REVIEWED BY DESIGN TEAM PRIOR TO INSTALLATION. O O 0 ,04.,,,,,,-,7.0,,,,.;f17.\-:\11114' ..,.„.."4.44•1,. . ciLvial, •� o (7) I IOW. Vii' 0ICrL / . 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I 1II II II ,IIID i -1--.- Monroe & Newell II II II II II II II II + + 0 Engineers, Inc. l/ 3 ;_ ____, Avon I I I I I I I I ----$ P.O.Box 1597 70 Benchmark Road,Suite 204 it Avon,Colorado 81620 970) 949-7 O /i .IrI "rii ,II;1 ;r 1 ,; II II Iii II I; lj Jr 1 1 (oe-n avon@monroe-newell.com EMAIL aeon@monroe-newell.com H H H H H __, F L Denver r ,Ilr ,III _I �Ir ,Ilr ,III �I 1400 Glenarm Place,Suite 101 II II II 11 11 II 11 11 N L/ Denver,Colorado 80202 I "-- 1 1 1 L LL 4 „ ;L L + i 1 1 (303)623-4927 r- EMAIL denver@monroe-newell.com 1 - r 1 [ � � W v Jr 1 X I� Jr F ____, W ' J f if ill 1111 'llf i ill '1111 if ;I , 1- ,1 L r II II 11 11 II II 111 11 1 IL 11 (11111) / L ` } �J II 11 11 11 II II II T r L_ r--� ,- L I. II II IL II II L J t-t J I L LL 11_ ,_ JL + JL i � N'' sl:\‘\' i L - — J r 11 Ir rl lr rl1 11 11 11 I' — ----1 f 1�--- __ ,11r - - �f 1 f---- �� Ilr ,II Ir ,r �r l 1\\"s 00 Q� ` I II I IIbX5O +_r W16X5OII 1H 1 II I H 11 1II 1 1f l H H II l W16X5O I H W161 C5O O fn ` _[•; I I ,� h iF II ,F I iF II = ih i (D I I F { iF �h ih I I (D F II �h �h h II hh i J III, II II II u 1 T 1 u u 11 1 T 11 II II u 1 II II 11 II II I� II, 11 II 11 II II II I� > ° < I II II II I II < Ce( LU ` ' I -7=i � [ k IrI l� II II 1 LI �f— L— ----1 l� II II II �f l r---- --li 11 1i it INDICATES LOCATION OF "' 11111 MAKE-UP AIR UNIT __ jIL11 1 11 1 j jIL -- j I L 1 I it .Ir 1 1 I'r I I I I11 1 I I► (11111 0 1 r-<\.; i r L ;I li li 11 ;; --i- IL I; v. �� A JL JL11 IL Jam_ L__i1 JL IL JL JL L11 r , J W R r ` k X r J >-< �C I_ I 1 I - oCe 0 ,/ W 1 ,' ,/,/ 0 .,/ [ �1,�'I I '1 , * W r�____ L J v•JFt J 1 L �� r} L J L + , L _ J +Xk� t(,-------- WQ fi t I iii 0 \ I —X % \A A-X X- .A A—X N -A 4<—A7>c-- X—\A X-X . - �: - - - - - - - - - - - - - - - 1 - - - - - 'J - : ammimu p p 7�p '�•• - 71;1 1 1 1 1 ` 1 ©rite 1 b-16-2Q1? O Drel ►h B+� Tiiy1 T---------- O 101 Ichletked By H� i ` PrOj ett No. 1 q6E 1 Re%isionls I 9 Permit 10/16/2017 �, I I I _ I I I Re%ision A 11/Q2/2017 Ni- 4---- (Ni - h �y Re%isidn 11/10/2b1 I \\ s I I 4F-1 \,„ I I I/4" = I'-O" I I N I I I I r FRAMING NOTES: I. ALL EXISTING STEEL FRAMING SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL INFORM ENGINEER A D ARCHITECT OF ALL EX STING STRUCTURAL ITEMS CHAT DO NOT MATCH ASSUMED CONDITIONS. I I I I I 2. -1EMPORARY SHORING OF JTRUCTURAL FRAMING DURING-RENOVATION IS THE I I I 1 1 1 CONTRACTOR'S-RESPONSIBILITY. I I 1 1 1 "'�� Il 'H 11, , ,1111111111 ilD II 3. II1ISTALLATION OF MECHANICAL FLOOR, WALL AND-ROF PENETRATIONS HAVE T� BE-REVIEWED BY DESIGN TEAM PRIOR TO INSTALI}ATION. I I I I I I // § gt GENERAL NOTES iti.iti CFI" l'I/5011111111111i: 4,41. 1 1 1. LIVE LOADS USED IN DESIGN: 6. CONCRETE 11. NON-SHRINK GROUT �.� ( l� ;. 1. r° J A. ROOF SLOPE LESS THAN 4:12 100 PSF A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, A. NON-SHRINK GROUT SHALL BE PROVIDED: i'@ 0,- ;f,',..-- '4.1,45',.‘",:i8- �� STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. h , `"r" o1lo8l18 B. ROOF SLOPE STEEPER THAN 4:12 80 PSF 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. II' tw)Y yii4101113' : ^ CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 3/16"V2" AT 6" C. UPPER LEVEL FLOOR 100 PSF OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. J st FOOTINGS 3000 psi STD 1 ',' r"I . D. MAIN LEVEL FLOOR - GROCERY 100 PSF FOUNDATION WALLS 3000 psi STD 12. NON-STRUCTURAL ELEMENTS ; INTERIOR SLABS ON GRAD 4000 psi STD 0.45 -- E. RISK CATEGORY II INTERIOR STRUCTURAL SLABS, A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR NOTCH PLATE SEISMIC FACTOR IE 1 BEAMS, WALLS AND COLUMNS + 4000psi STD 0.50 SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND EXISTING 3" CONCRETE ( ) FOR BEARING I 3116"1/47" MIN. SLAB SNOW FACTOR IS 1 SLABS ON METAL DECK 3500 psi STD 0.50 OTHER STRUCTURAL MOVEMENTS. SEAT Z EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% F. WIND B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET WIND SPEED, Vult 115 MPH (ULTIMATE ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE -7--\‘.._ -7--\‘.._ -7---i.._ -7--\‘.._ -7---i.._ -7-N, -7-"N„._ -7-\..._-7-\..._EXPOSURE B ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH UNRESTRAINED UNLESS NOTED OTHERWISE. ii G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY �- •11 ;\\\ OF ALL CONCRETE SHALL EXCEED WC1.5 33�F'C (OR 57,000�F'C NORMAL WEIGHT 13. GENERAL il�.` `\\ H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. CONCRETE). `�;\ \\;\ A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 1 ` } f 0 2. DEFERRED SUBMITTAL C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS 1 \ .;\\ (`\\ / )- SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ,N., � �// ; A. DEFERRED SUBMITTALS PER SECTION 107.3.4.1 SHALL BE SUBMITTED TO THE BUILDING WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND r .,. 'J.-- OFFICIAL ._OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. JOINT. REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. 1 MI EXISTING STEEL- JOISTS B. DEFERRED SUBMITTALS ARE: D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER JOISTS 1/4>3" AT 6' i 1. STEEL SHOPDRAWINGS HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS EXISTING 1"116X50 SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR 3/I6'i/ NOTCH PLATE AS -REQUIRED FOR EXISTING 3/16 >2" AT 6" PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. ENGINEER. SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF 4" m PIPE. INSIDE ill\ HIS ITEMS. CORNER SHALL BE _ 3. TESTING, INSPECTIONS AND OBSERVATIONS: E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE 'REOUNDE D NOTE: I" X 3" PLATE `!(it. e WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, -REINFORCE MENT SHALL A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED EXTEND TO WITHIN 4'-O" I" X 3" STEEL PLATE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED OF EACH END OF SPAN EACH SIDE OF WEB " SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. WITH BEVELED EDGE © AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY 7. REINFORCEMENT SECTION 4 TO CLEAR WEB FILLET CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. E. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL �j� I 1 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM STRUCTURAL STEEL, AND METAL DECK. THE MANUFACTURING OR FABRICATION OF 1 1/2" = 1'-OI " I � B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT 11/2'. = 1'-0" e SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. THE RISK OF THE CONTRACTOR. SHOP DRAWINGS NOT REVIEWED AND STAMPED BY 1. SOIL PREPARATION CONTRACTOR PRIOR TO SUBMITTING WILL BE RETURNED AND NOT REVIEWED. NOTCH PLATE AROUND a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE EXISTING AS SHOWN DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. F. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE REPORT. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. EXISTING 3" CONCRETE11 2. CONCRETE CONSTRUCTION C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: /,,---- EXISTING METAL-ROOF SLAB a. PERIODIC INSPECTION OF REINFORCING STEEL. 1. CONCRETE POURED AGAINST EARTH 3" G. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" Monroe & Newell FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD 12 l-N._l�l�l�l�l�l�l� En ineers, Inc. CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. CONDITIONS AND ARCHITECTURAL DRAWINGS. g d. CONTINUOUS INSPECTION OF CONCRETE AND PLACEMENT FOR PROPER D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH (� APPLICATION TECHNIQUES. OF ACI 318, LATEST EDITION. I. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS Alit r� Avon e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. \ 3 P.O.Box 1597 AND TECHNIQUES. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR �� 6, 70 Benchmark CRolorado 204 J. PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL Avon,Colorado 81620 3. STEEL CONSTRUCTION - COMPLY WITH AISC 360, CHAPTER N. AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL (970)949-7768 a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND il EMAIL avon@monroe-newell.com THE FOLLOWING: OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL III 1 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED Denver TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR I 1 1400 Glenarm Place,Suite 101 WITH SECTION 1704.3. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS 1 x'11 Denver,Colorado 80202 b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY ADDITIONAL REQUIREMENTS AND CRITERIA. � 111 (303)623-4927 DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, AT EACH CORNER. ,\ // 1111 \ EXISTING STEEL- � >I/43" AT 6" EMAIL denver@monroe-newell.com WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE „Ip JOISTS ► VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS 111 MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. 11 EXISTING 1/916X366 3/16.›.2" 6 AT " IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. I ) � 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 8. STRUCTURAL STEEL I 3/16 I /2 2. FLOOR AND ROOF DECK WELDING. V 3. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS I" X 3" STE E L PLATE J EACH SIDE OF WEB MEMBERS SUCH AS STUDS AND JOISTS. WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH WITH BEVELED EDGE LII) 4. WELDING OF STAIRS AND RAILING SYSTEMS. SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST TO CLEAR WEB FILLET c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. 3/16 V2" AT 6" MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 12 d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH I/4" X 15 3/4" PLATE THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT © (SIZE PLATE TO FIT SNUG 0A2 BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED BETWEEN JOIST FLANGES) O N JOINT DETAILS AT EACH CONNECTION. OTHERWISE. 1 1/2" = I'-O" U 0 e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS EXISTING--ROOF FRAMING SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE Q MANUFACTURER'S CERTIFIED MILL TEST REPORTS. LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." EXISTING 1,416X77 Q <tv f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS SECTION 5 CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC g. CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTION WITH HIGH "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) 3/4" = I'-O" STRENGTH BOLTS. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT I-11 0 WITH HIGH STRENGTH BOLTS. SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN FOR DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND NON-COMPOSITE MEMBERS. :I: mmmmj PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. FOR BOLTS REQUIRING PRETENSIONING, THE SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE I IImmo (117) (2) SPECIAL INSPECTOR SHALL OBSERVE THE PREINSTALLATION TESTING PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY AND CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE W BY THE INSTALLATION METHOD OR BY PROJECT PLANS OR SPECIFICATIONS; STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. Q U DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN I TOGETHER AND PROPERLY SNUGGED AND MONITOR THE INSTALLATION OF E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY ' Ce 0 BOLTS TO VERIFY THAT THE SELECTED PROCEDURE FOR INSTALLATION STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS D1.1. a IS PROPERLY USED TO TIGHTEN BOLTS. FOR JOINTS REQUIRED TO BE I 1 TIGHTENED ONLY TO THE SNUG-TIGHT CONDITION, THE SPECIAL F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS 1 INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED MATERIALS HAVE FILLET UNLESS NOTED OTHERWISE. BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 2. MONITORING OF BOLT INSTALLATION FOR PRETENSIONING IS PERMITTED G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT I 1 TO BE PERFORMED ON A PERIODIC BASIS WHEN USING THE TURN-OF-NUT SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). 1 e 4.5: METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION 442 INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER (TWIST-OFF H. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL I I \\ I ‘'7 '7 BOLT) METHOD. JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR INSPECTED ONLY ON A PERIODIC BASIS. LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT 1 LATERAL SYSTEMS AND DECKS ARE IN PLACE. (2) 4. FOUNDATIONS I I I I. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3000 PSF. THE DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS 1 CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. I _ FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL I SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. 9. METAL DECK 1 B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING A. UNLESS NOTED OTHERWISE, DECK SHALL BE SHOP-PAINTED STEEL, SHALL BE OF I 1 I 1 ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE TWO SPAN MINIMUM I Date 10-16-2(i1�r y CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS WHERE POSSIBLE.SINGLE SPAN DECK CONDITIONS SHALL BE SHORED. DECK SUPPLIER I 1 SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH WITH FIRE PROOFING REQUIREMENTS. NOTE: EXISTING CONCRETE li [J�`jdIIN By TIM A1 C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR B. DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN SLAB-ON-METAL DEG1G Q NOT SHOWN --j-ii./-1.- -1-/;/- ehe�cked B� H PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM EXCEPT AS NOTED OTHERWISE. l D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE Jr I'-O" 1'-0" ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS. / i PrOjett No. li*Eil REPORT FOR DESCRIPTION OF BEARING SOIL). 1. ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8" PUDDLE WELDS AT 6" (7 WELDS PER SHEET MINIMUM). Re1/isia►ris D. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED 2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS (SIDELAPS) SHALL OTHERWISE ON PLANS. BE WELDED (SCREWED, ENGINEER TO VERIFY) PER MANUFACTURER SECTION ION 3 © Permit 1 0/10 2017 RECOMMENDATIONS AT 3 LOCATIONS PER SPAN. I E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED 3. ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK WITH 5/8" 1 1/2" = 1'-O" FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. DIAMETER PUDDLE WELDS AT 12" ON CENTER. Re'Irisiori A 102/2017 4. ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH /� F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH Re%isiorl/3\ 11/10/2017 BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 5/8" DIAMETER PUDDLE WELD. PROVIDE WELD WASHERS AS REQUIRED. _ 5. LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE G. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. FASTENED TOGETHER AT 36" MAXIMUM SPACING WITH 5/8" DIAMETER PUDDLE TYP. WELDS. FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 12" ON CENTER. 3/16,,r2" AT 6" 5. SLAB ON GRADE 6. HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS THROUGH DECK. EXISTING W16X77 A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE 10. LIGHT GAGE FRAMING CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. A. LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE TYP. I/4 3" AT 6" DRAWINGS. ;;;;;;E STEEL B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED H SIDE TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION B. FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, P ANDDETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 33,000 PSI. THREQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE DGE TO CLEAR WEB FILLET RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH C. FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, SECTION ,4- S3 . 1 THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI. - e 411 D. ALL WORK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR LIGHT GAGE METAL FRAMING. iialti OF 10 Zigh .15 �' if ' "o" 0 01/08/18 If. l2 FI Nillit T l+ B A m EXISTING 6" m STD PIPE COLUMN ! © O � . © TYP. .. .: ie. .moo>, _ -j }, 'RE: 4/S3.I FOR I i ' YREINFORGINS AT 1 I 8'-O" PLATE CENTERED END OF JOIST 0A A I i B i i I l - 1 - \. 3/16" X 10'-0" STEEL 1 I' T.-- I � PLATE CENTERED I I 11161/4. 7 \/\\\, 1r/ / I In TIP.'- Z = I I J 1 1. I 110..-- 4 C'\/\/ \/1 I I If / .. ELEVATION (I (0 I ) NO SCALE —....- i I I I I - i 1 I ELEVATION 1 I I NO SCALE I I I EXISTING CONCRETE I I SLAB-ON-METAL DECK (NOT SHOWN ON A ELEVATION) II EXISTING CONCRETE 8'-0" PLATE CENTERED 124D—iriiir— SLAB-ON-METAL DECK A B (NOT SHOWN ON E L E VAT I ELEVATION) NO SCALE I " 1'-6" / 6'-O" / I'-O" / EXISTING STEEL -7 \--'' —I f-v\ r \---- )( 5 NOTE: EXISTINi� C-!2c CRETE A' 1/4 MIN.N2 AT 6" '.' SLAB-ON-METAL DECK �" © NOT SHOWN FOR GLH i"Y NEW I/4" X Q 3/4" STEEL L' ` 4‘ .100'- { PLATE I 1l 11 „ < BOTTOM EXISTING STEEL �� lll} © 3/16 V 2" AT 6 TYPICAL < TYP. ��\ 3/16V2" AT 8" EXISTING W16X50 -.RE: 54.1 FOR 1/4" X �i 3/4" ZONE-REINFORGI NG STEEL PLATE EXISTING MAP © gineers, In . 5/8" X 6" PLATE / Monroe EnNewe l c 3/16 V 2" AT 6" EXISTING 1"116 X50 3/161/3" AT 6 ZONE 5 REINFORCING --RE: 54.1 FOR Avon ZONE -REINFORCING ZONE 3 REINFORCING © NEW PLATE P.O.Box 1597 MAP RE I NFORG I NG 70 Benchmark Road,Suite 204 I ®� 2" X 3" STEEL PLATE BEYOND Avon,Colorado 81620 SECTION _ I - EACH SIDE OF WEB 11/2" = I'-0" f''_' WITH BEVELED EDGE — _ (970)949-7768 TOP AND BOTTOM0 EMAIL avon@monroe-newelLcom 11/2" = 1'-O" TO CLEAR WEB FILLET © Denver A 1400 Glenarm Place,Suite 101 Denver,Colorado 80202 SECTION (303) - B (303)623-4927 EMAIL denver@monroe-newelLcom Uml SECTION A-A SECTION 1 J 1 1/2" = 1'-0" 5 B D 0A 0 0Aj, v0 © . U 0 RE: 4/53.1 FOR 16'-O" STEEL PLATE RE: 4/53.1 FOR I6'-O" PLATE CENTERED RE: 4/53.1 FOR C -REINFORCING EACH I I --REINFORCING EACH I I 'REINFORCING EACH I END CENTERED END EACH SIDE END 8'-0" PLATE CENTERED i 1 T I I T I I I > 9 4<„, ,_ _. ii,l ime .„-7-- i / \,,,,/\/\/\i„z, 1 1 r/ ,7\ A I /\/ \7qpir \ / ilk / \/ \ ..-/ \ 1 N14• Lil 0 I I J _.,,_ �._ . if r,_, I V) 0 "...._,../. '4- L ATION ELEVATION ELEVATION v W NO SCALE NO SCALE NO SCALE — Z EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE Ce 0 a SLAB-ON-METAL DECK SLAB-ON-METAL DECK SLAB-ON-METAL DECK (NOT SHOWN ON (NOT SHOWN ON (NOT SHOWN ON � ELEVATION) ELEVATION) ELEVATION) • 44<iNii4k._ ______( I rif -T- \----- ....- lir i _irfki. e e I M EXISTING STEEL I JOIST I gt EXISTING STEEL EXISTING 16" STEEL �I NEW I/4" X q 3/4" STEEL JOIST JOIST : TE LA e1 -REELEVATION TOP AND I/4" X I'-3 3/4" TOP AND E' I, F 3/16 2" AT 6" Date 10-16-2017 STEEL PLATE STEEL PLATE OR FOR SIZE AND 3/16V 2" AT 6"< BOTTOM L 3/16V 2" AT 6"< BOTTOM ZONE-REINFORCING DrelWri By TiNyh LOCATION -RE: 54.1 F MAP ZONE-RE I NFORC I NG -RE: 54.11'... < — ZONE 4 REINFORCING MAP ZONE 2 REINFORCING i liki eked B)l HS ZONE'REINFORCING MAP � ZONE 1 REINFORCING Pitied No. 10661 SECT ION 5 SECT ION 11/2" = 1'-0" 1 1/2" = I'-0" C I ®� - Re,/isiaris 1 1/2" = 1'-0" Permit 10/16/2017 Rei/isioriA 11012/2017 Re%isiori/3\ 11/10/2017 S3 0 2 il'4.W.1, 1� IP ,tlY --.,-:, -- ---- 01/08118 ' 1:,,it" a. .. , ,,,...t, -,,iii) -... - - .0.' li l if ■ ' 0 0 0 0 0 0 0 0 0 I12"•0 / ( ) 7iiiiiiiomimim b'-0' O'-o. - O'-O' 0'-0' O'-O' O'-O' b'-0' O'-O' D'-O' b'-0' I I / OA \ \ — — o— o -e o o ❑ o- -� - - - - - - - - - - - - - - - - - — - - I - y` Y 9 I r I I I I I I I Monroe & Newell Engineers, Inc. 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REINFORCING MAP INDICATES AREAS WHERE EXISTING BAR JOISTS SHALL BE -REINFORCED TO SUPPORT LIVE LOADS INDICATED ON SHEET 54.0. Rerlisior•A 11/10/2017 2. -RE: SHEET 53.2 FOR JOIST-REINFORCEMENT DETAILS. ZONE h RE: 2/53.2 ZONE 2: -RE: 3/532 ZONE 3: RE: 4/532 ZONE 4: 'RE: 5/532 ZONE 5: 'RE: 6/532 2