ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION A/C & VENT A/E AB ACC ACI ACOUS INSUL ACOUS PNL ACS DR ACS PNL ACST ACST SLNT ADA ADDL ADDM ADDN ADJ ADJS AFF AGGR AHU ALT ALUM ANOD ANSI APC APPROX ARCH ASPH ASTM ATC AUTO AVG B PL B/B BC BD BEV BF BL BLDG BLDG DAT BLKG BLW BM BOS BOT BR BRKT BRZ BSMT BTWN BULLN BUR C C TO C CAB CANTIL CB CEM CER CF/CI CF/OI CFMF CH CHKD CI CIR CJ CL CLG CLIN CLO CLR CMU CO CO2 COL COMPO CONC CONF CONN CONSTR CONSTR JT CONT CONTR COORD CORR CPS CPT CPW CRCMF CRIT CRS CT CTB CTR CTRD CTRL CU CUH CW DA dB DBL ACT DR DEG DEMO DEPT DET DF DIA DIAG DIFF DIM DIST DL DMPF DN DO DR DS DT DW DWG DWL AIR CONDITIONING & VENTILATING ARCHITECT-ENGINEER ANCHOR BOLT ACCESSIBLE AMERICAN CONCRETE INSTITUTE ACOUSTICAL INSULATION ACOUSTICAL PANEL ACCESS DOOR ACCESS PANEL ACOUSTIC ACOUSTIC SEALANT AMERICANS W/ DISABILITIES ACT ADDITIONAL ADDENDUM ADDITION ADJACENT ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED AMERICAN NATIONAL STANDARDS INSTITUTE ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECTURAL ASPHALT AMERICAN SOCIETY FOR TESTING MATERIALS ACOUSTICAL TILE CEILING AUTOMATIC AVERAGE BASE PLATE BACK TO BACK BOTTOM CHORD BOARD BEVELED BARRIER FREE BUILDING LINE BUILDING BUILDING DATUM BLOCKING BELOW BEAM BOTTOM OF STEEL BOTTOM BEDROOM BRACKET BRONZE BASEMENT BETWEEN BULLETIN BUILT-UP ROOFING CHANNEL CENTER TO CENTER COMPRESSED AIR CABINET CANTILEVER CATHETERIZE, CATHETER, CATHETERIZATION CATCH BASIN CEMENT CERAMIC CONTRACTOR FURNISHED / CONTRACTOR INSTALLED CONTRACTOR FURNSIHED / OWNER INSTALLED COLD-FORMED METAL FRAMING CHECKERED CAST IRON CIRCLE, CIRCULAR, CIRCULATION CONTROL JOINT CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEANOUT CARBON DIOXIDE COLUMN COMPOSTION CONCRETE CONFERENCE CONNECTION CONSTRUCTION CONSTRUCTION JOINT CONTINUATION, CONTINUE, CONTINUOUS CONTRACTOR COORDINATE CORRIDOR CARPET (SHEET) CARPET, CARPET TILE CARPET (WALL BASE) CIRCUMFERENCE CRITICAL COURSE, COURSES, CERAMIC TILE CERAMIC TILE BASE CENTER, CENTRAL CENTERED CONTROL CUBIC CABINET UNIT HEATER COLD WATER DATA OUTLET DECIBEL DOUBLE ACTING DOOR DEGREE DEMOLISH, DEMOLITION DEPARTMENT DETAIL DRINKNG FOUNTAIN DIAMETER DIAGONAL DIFFUSER DIMENSION DISTANCE DEAD LOAD DAMPPROOFING DOWN DOOR OPENING DOOR DOWNSPOUT DRAIN TILE DISTILLED WATER DRAWING DOWEL E EA EIFS EJ EL ELEC EO ELEV EMBED ENCL ENTR EQ EQUIP ETR EW EWC EWH EWS EXC EXH EXIST EXIST GR EXP EXPS EXT EXTNG EXTR FD FE FEC FHC FHR FIN FIP FIXT FJ FLASH FLG FLR FND FOC FR FRP FRPP FRPFG FRW FT FTG FURN FUT GA GALV GCW GDR GEN GFCI GFRP GI GL GR GR BM GRAD GRL GRTG GYP H HB HD HDW HEX HM HNDRL HORIZ HPT HR HSKPG HSS HT HTG HTR HVAC HW HYD IBC ID IMWP IN. INCL INFO INSUL INV INV EL JC JT JB KIT KP KS L LAM LAV LBS LG LH LHR LIN LKR LLH LLV LPT LT LT WT LTG LVR EAST EACH EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL, ELECTRONIC ELECTRICAL OUTLET ELEVATOR EMBEDMENT ENCLOSURE, ENCLOSED ENTRANCE EQUAL EQUIPMENT EXISTING TO REMAIN EACH WAY ELECTRIC WATER COOLER ELECTRIC WATER HEATER EYE WASH STATION EXCAVATE, EXCAVATION EXHAUST EXISTING EXISTING GRADE EXPANSION EXPOSED EXTERIOR, EXTERNAL EXTINGUISHER EXTRUDED FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FIRE HOSE RACK / REEL FINISH, FINISHED FOAMED-IN-PLACE FIXTURE FALSE JOINT FLASHING FLANGE FLOOR FOUNDATION FACE OF COLUMN FIRE RATED FIRE RETARDANT PLYWOOD FIBERGLASS REINFORCED PLASTIC PANEL FIREPROOFING FIRE RETARDANT WOOD FOOT, FEET FOOTING FURNITURE FUTURE GAUGE GALVANIZED GLAZED CURTAIN WALL GUARDRAIL GENERAL GROUND FAULT CIRCUIT INTERRUPTER GLASS-FIBER REINFORCED PLASTIC GALVANZIED IRON GLASS, GLAZING GRADE GRADE BEAM GRADIENT GRILLE GRATING GYPSUM HIGH HOSE BIBB HEAVY DUTY HARDWARE HEXAGON HOLLOW METAL HANDRAIL HORIZONTAL, HORIZONTALLY HIGH POINT HOUR HOUSEKEEPING HOLLOW STRUCTURAL SECTIONS HEIGHT HEATING HEATER HEATING, VENTILATION & AIR CONDITIONING HOT WATER HYDRANT INTERNATIONAL BUILDING CODE INSIDE DIAMETER, INSIDE DIMENSION INSULATED METAL WALL PANEL INCH, INCHES INCLUDED, INCLUDING, INCLUSIVE INFORMATION INSULATION, INSULATED INVERT INVERT ELEVATION JANITOR'S CLOSET JOINT JUNCTION BOX KITCHEN KICKPLATE KEY SWITCH ANGLE LAMINATED LAVATORY POUNDS LONG LEFT HAND LEFT HAND REVERSE LINEAR LOCKER LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LIGHT LIGHTWEIGHT LIGHTING LOUVER MACH MAR MAS MATL MAX MBC MECH MEMB MEZZ MFG MFR MIN MISC MO MR MT MTC MTL MULL MWP NATL NC NFPA NL NO. NOM NTS OC OD OF/CI OF/OI OFF OH DR OPH OPNG OPP ORIG OSHA PB PC PEND PERF PERM PI PL PLAM PLAS PLBG PLT PLTC PLYWD PNL PORC PORT POS PP PR PREFAB PREP PROP PRTN PSF PSI PT PVC PVG QT R R RC RCPTR RCVG REC REF REF REG REINF REQD RESIL REV RFG RFO RH RHR RM RND RO RS RSF RTF RTNG RTU RVS MACHINE MARBLE MASONRY MATERIAL MAXIMUM MICHIGAN BUILDING CODE MECHANICAL MEMBRANE MEZZANINE MANUFACTURING MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MARBLE THRESHOLD METAL TOILET COMPARTMENTS METALLIC, METAL MULLION METAL WALL PANEL NATIONAL NOISE CRITERIA NATIONAL FIRE PROTECTION ASSOCIATION NIGHT LIGHT NUMBER, NUMBERS NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER, OUTSIDE DIMENSION OWNER FURNISHED / CONTRACTOR INSTALLED OWNER FURNISHED / OWNER INSTALLED OFFICE OVERHEAD DOOR OPPOSITE HAND OPENING OPPOSITE ORIGINAL OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PUSHBUTTON PIECE, PIECES PENDENT PERFORATED PERMANENT POINT OF INTERSECTION PROPERTY LINE PLASTIC LAMINATE PLASTER PLUMBING PLATE, PLATED PLASTIC LAMINATE TOILET COMPARTMENTS PLYWOOD PANEL PORCELAIN PORTABLE POSITION PANEL POINT PAIR PREFABRICATED PREPARATION PROPERTY PARTITION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT POLYVINYL CHLORIDE PAVING QUARRY TILE RADIUS RISER ROOF CONDUCTOR RECEPTOR RECEIVING RECESS, RECESSED REFERENCE REFRIGERATOR REGISTER REINFORCE, REINFORCED, REINFORCING REQUIRED RESILIENT REVISION ROOFING ROOF OPENING RIGHT HAND RIGHT HAND REVERSE ROOM ROUND ROUGH OPENING ROOF SUMP RESILIENT SHEET FLOORING RESILIENT TILE FLOORING RETAINING ROOF TOP UNIT REVERSE S SAF SB SCHED SDG SECT SH SHT SIM SLDG SLDG WDW SLNT SLV SM SP SPEC SPKLR SQ SSK SST STA STAG STC STD STIF STL STOR STRUCT STRUCT STL SUSP SV SW SWD-FR SYM T T & G T & R TEL TEMP TERR THD THK THRESH TOC TOIL TOIL RM TOR TOS TOW TRAN TV TYP UC UG UH UN UNO UR VAC VENT VERT VEST VIF VOL VWC W_X_ W W/ W/O W/W WC WD WF WG WH WI WO WP WPFG WR WS WT WT WTG WTHPRF WWR YD S-SHAPE STEEL MEMBER SPRAY APPLIED FIREPROOFING SOIL BORING SCHEDULE SIDING SECTION SHOWER SHEET SIMILAR SLIDING SLIDING WINDOW SEALANT SHORT VERTICAL SHEET METAL SHAFT PARTITION SPECIFICATION SPRINKLER SQUARE SERVICE SINK STAINLESS STEEL STATION STAGGERED SOUND TRANSMISSION CLASS STANDARD STIFFENER STEEL STORAGE STRUCTURAL STRUCTURAL STEEL SUSPENDED, SUSPENSION SHEET VINYL SWITCH SHEATHING WOOD-FIRE RETARDANT SYMMETRICAL TREAD TONGUE & GROOVE TREAD & RISER TELEPHONE TEMPERATURE TERRAZZO THREAD THICKNESS, THICK THESHOLD TOP OF CONCRETE (ELEVATION) TOILET TOILET ROOM TOP OF RAIL (ELEVATION) TOP OF STEEL (ELEVATION) TOP OF WALL (ELEVATION) TRANSOM TELEVISION TYPICAL UNDERCABINET UNDERGROUND UNIT HEATER UNLESS NOTED UNLESS NOTED OTHERWISE URINAL VACUUM VENTILATING, VENTILATION VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VINYL WALL COVERING WIDE FLANGE SHAPES WIDE, WIDTH WITH WITHOUT WALL TO WALL WATER CLOSET WOOD WASH FOUNTAIN WALL GUARD WALL HYDRANT WROUGHT IRON WINDOW OPENING WORK POINT WATERPROOFING WATER RESISTANT WATERSTOP WEIGHT WT-SHAPE MADE FROM W-SHAPE STEEL MEMBER WAITING WEATHERPROOF WELDED WIRE REINFORCEMENT YARD SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARCHITECTURAL ABBREVIATION LIST ARCHITECTURAL SYMBOLS NORTH PROJECT NORTH - TRUE NORTH IS INDICATED ONLY ON SITE PLAN A 1 COLUMN CENTER LINES A 1 EXIST. COLUMN CENTER LINES FLOOR ELEVATION OR WORK POINT REFERENCE BUILDING SECTION CUT A.101 1 A.101 1 WALL SECTION / DETAIL CUT: - I.E. DETAIL 1 ON SHEET A.101 - VIEW IS IN DIRECTION OF TAIL A.101 1 DETAIL OR PLAN ENLARGMENT: - I.E. DETAIL 1 ON SHEET A.101 COMBINED ROOM ELEVATION SYMBOL ROOM ELEVATION SYMBOL REVISION CLOUD Room name 101 ROOM NUMBER DOOR NUMBER X X DOOR - PART OF PROJECT EXISTING WALL TO BE REMOVED AX1 PARTITION TYPE TAG AX1 FINISH INDICATOR TAG X KEYED NOTE TAG BULLETIN TAG ADDENDUM TAG WINDOW TAG C L CENTERLINE A BRICK BLOCK (CMU) CONCRETE PRECAST, PLASTER OR SAND EARTH OR FILL GRAVEL 1. SMALL SCALE 2. LARGE SCALE ALL METAL IN ELEVATION ALUMINUM 1. LARGE SCALE WOOD BLOCKING 1. CONTINUOUS 2. DISCONTINUOUS FINISHED WOOD INSULATION 1. RIGID 2. LOOSE OR BATT 3. FOAMED-IN-PLACE STEEL 1. SMALL SCALE 2. LARGE SCALE DETAIL REFERENCE - - WHEN PRESENT, REFERENCE INDICATION IDENTIFIES SHEETS WHERE THE DETAIL OCCURS - REFERENCES INDICATED ARE FOR CONVENIENCE ONLY, AND DO NOT NECESSARILY INCLUDE ALL LOCATIONS WHERE THE DETAIL OCCURS DETAIL SCALE DETAIL NUMBER DETAIL TITLE - - WHEN PRESENT, TITLE IDENTIFIES CHARACTERISTICS OF THE DETAIL - TITLES INDICATED ARE FOR CONVENIENCE ONLY, AND DO NOT NECESSARILY IDENTIFY ALL LOCATIONS WHERE THE DETAIL OCCURS GENERAL NOTES: 1. DIMENSIONS - TAKE FIELD MEASUREMENTS TO VERIFY EXISTING CONDITIONS. RECEIVE CERTIFIED OR ACCEPTED EQUIPMENT DRAWINGS PRIOR TO PROCEEDING WITH AFFECTED WORK. REVIEW DIMENSIONS SHOWN ON CONTRACT DRAWINGS, SHOP DRAWINGS & SUBMITTALS. REPORT INCONSISTENCIES TO ARCHITECT / ENGINEER AND RECEIVE CLARIFICATION PRIOR TO PROCEEDING. VERIFY SIZES OF OPENINGS, CURBS, BASES, RECESSES, ANCHOR BOLT SIZES & LOCATIONS 2. DIMENSIONS FOR MASONRY CONSTRUCTION ARE NOMINAL & DO NOT INCLUDE SURFACE FINISHES 3. LOCATE DOOR FRAMES A MINIMUM OF 4" OFF CORNER TO BACK OF FRAME UNLESS OTHERWISE INDICATED 4. SEQUENCING OF CONSTRUCTION SHALL BE COORDINATED WITH OWNER'S EQUIPMENT DELIVERY AND INSTALLATION. A.101 1 A.101 2 1 3 4 1 A.101 1 A.204 Typical Expansion Assembly 1 1/2" = 1'-0" 1 2 1 2 3 1 2 A.001 Architectural Abbreviations & Symbols None Goldfish Swim School 9119 East 50th Avenue Denver, CO 80238 Project: Client: 1412 East Eleven Mile Road. Royal Oak, MI 48067 Sheet Number: Scale: Issued: Seal: Sheet Title: Note: North Arrow: Do not scale drawings. Use calculated dimensions only. Verify existing conditions in field. Project Number: ARCHITECTS 15-254 Phone: 248.414.9270 Fax: 248.414.9275 Web: kriegerklatt.com Goldfish Swim School 07/13/2016 Permits C O L O R A D O L I C E N S E D A R C H I T E C T J E F F R E Y G E R A L D K L A T T 404307
B PLB/BBCBDBEVBFBLBLDGBLDG DATBLKGBLWBMBOSBOTBRBRKTBRZBSMTBTWNBULLNBUR
CC TO CCABCANTILCBCEMCERCF/CICF/OICFMFCHCHKDCICIRCJCLCLGCLINCLOCLRCMUCOCO2COLCOMPOCONCCONFCONNCONSTRCONSTR JTCONTCONTRCOORDCORRCPSCPTCPWCRCMFCRITCRSCTCTBCTRCTRDCTRLCUCUHCW
AIR CONDITIONING & VENTILATINGARCHITECT-ENGINEERANCHOR BOLTACCESSIBLEAMERICAN CONCRETE INSTITUTEACOUSTICAL INSULATIONACOUSTICAL PANELACCESS DOORACCESS PANELACOUSTICACOUSTIC SEALANTAMERICANS W/ DISABILITIES ACTADDITIONALADDENDUMADDITIONADJACENTADJUSTABLEABOVE FINISHED FLOORAGGREGATEAIR HANDLING UNITALTERNATEALUMINUMANODIZEDAMERICAN NATIONAL STANDARDS INSTITUTEACOUSTICAL PANEL CEILINGAPPROXIMATEARCHITECTURALASPHALTAMERICAN SOCIETY FOR TESTING MATERIALSACOUSTICAL TILE CEILINGAUTOMATICAVERAGE
BASE PLATEBACK TO BACKBOTTOM CHORDBOARDBEVELEDBARRIER FREEBUILDING LINEBUILDINGBUILDING DATUMBLOCKINGBELOWBEAMBOTTOM OF STEELBOTTOMBEDROOMBRACKETBRONZEBASEMENTBETWEENBULLETINBUILT-UP ROOFING
CHANNELCENTER TO CENTERCOMPRESSED AIRCABINETCANTILEVERCATHETERIZE, CATHETER, CATHETERIZATIONCATCH BASINCEMENTCERAMICCONTRACTOR FURNISHED / CONTRACTOR INSTALLEDCONTRACTOR FURNSIHED / OWNER INSTALLEDCOLD-FORMED METAL FRAMINGCHECKEREDCAST IRONCIRCLE, CIRCULAR, CIRCULATIONCONTROL JOINTCENTERLINECEILINGCLOSETCLEARCONCRETE MASONRY UNITCLEANOUTCARBON DIOXIDECOLUMNCOMPOSTIONCONCRETECONFERENCECONNECTIONCONSTRUCTIONCONSTRUCTION JOINTCONTINUATION, CONTINUE, CONTINUOUSCONTRACTORCOORDINATECORRIDORCARPET (SHEET)CARPET, CARPET TILECARPET (WALL BASE)CIRCUMFERENCECRITICALCOURSE, COURSES,CERAMIC TILECERAMIC TILE BASECENTER, CENTRALCENTEREDCONTROLCUBICCABINET UNIT HEATERCOLD WATER
DATA OUTLETDECIBELDOUBLE ACTING DOORDEGREEDEMOLISH, DEMOLITIONDEPARTMENTDETAILDRINKNG FOUNTAINDIAMETERDIAGONALDIFFUSERDIMENSIONDISTANCEDEAD LOADDAMPPROOFINGDOWNDOOR OPENINGDOORDOWNSPOUTDRAIN TILEDISTILLED WATERDRAWINGDOWEL
INTERNATIONAL BUILDING CODEINSIDE DIAMETER, INSIDE DIMENSIONINSULATED METAL WALL PANELINCH, INCHESINCLUDED, INCLUDING, INCLUSIVEINFORMATIONINSULATION, INSULATEDINVERTINVERT ELEVATION
JANITOR'S CLOSETJOINTJUNCTION BOX
KITCHENKICKPLATEKEY SWITCH
ANGLELAMINATEDLAVATORYPOUNDSLONGLEFT HANDLEFT HAND REVERSELINEARLOCKERLONG LEG HORIZONTALLONG LEG VERTICALLOW POINTLIGHTLIGHTWEIGHTLIGHTINGLOUVER
TREADTONGUE & GROOVETREAD & RISERTELEPHONETEMPERATURETERRAZZOTHREADTHICKNESS, THICKTHESHOLDTOP OF CONCRETE (ELEVATION)TOILETTOILET ROOMTOP OF RAIL (ELEVATION)TOP OF STEEL (ELEVATION)TOP OF WALL (ELEVATION)TRANSOMTELEVISIONTYPICAL
VACUUMVENTILATING, VENTILATIONVERTICALVESTIBULEVERIFY IN FIELDVOLUMEVINYL WALL COVERING
WIDE FLANGE SHAPESWIDE, WIDTHWITHWITHOUTWALL TO WALLWATER CLOSETWOODWASH FOUNTAINWALL GUARDWALL HYDRANTWROUGHT IRONWINDOW OPENINGWORK POINTWATERPROOFINGWATER RESISTANTWATERSTOPWEIGHTWT-SHAPE MADE FROM W-SHAPE STEEL MEMBERWAITINGWEATHERPROOFWELDED WIRE REINFORCEMENT
YARD
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
ARCHITECTURAL ABBREVIATION LIST ARCHITECTURAL SYMBOLS
NORTHPROJECT NORTH - TRUENORTH IS INDICATEDONLY ON SITE PLAN
A
1
COLUMN CENTER LINES
A
1
EXIST. COLUMN CENTER LINES
FLOOR ELEVATION ORWORK POINT REFERENCE
BUILDING SECTION CUTA.101
1
A.101
1WALL SECTION / DETAIL CUT:- I.E. DETAIL 1 ON SHEET A.101- VIEW IS IN DIRECTION OF TAIL
A.101
1
DETAIL OR PLAN ENLARGMENT:- I.E. DETAIL 1 ON SHEET A.101
COMBINED ROOMELEVATION SYMBOL
ROOM ELEVATION SYMBOL
REVISION CLOUD
Room name101
ROOM NUMBER
DOOR NUMBER
X
X
DOOR - PART OF PROJECT
EXISTING WALLTO BE REMOVED
AX1 PARTITION TYPE TAG
AX1 FINISH INDICATOR TAG
X KEYED NOTE TAG
BULLETIN TAG
ADDENDUM TAG
WINDOW TAG
CL CENTERLINE
A
BRICK
BLOCK (CMU)
CONCRETE
PRECAST, PLASTEROR SAND
EARTH OR FILL
GRAVEL1. SMALL SCALE2. LARGE SCALE
ALL METAL IN ELEVATION
ALUMINUM1. LARGE SCALE
WOOD BLOCKING1. CONTINUOUS2. DISCONTINUOUS
FINISHED WOOD
INSULATION1. RIGID2. LOOSE OR BATT3. FOAMED-IN-PLACE
STEEL1. SMALL SCALE2. LARGE SCALE
DETAIL REFERENCE -- WHEN PRESENT, REFERENCE INDICATION IDENTIFIES SHEETS WHERE THE
DETAIL OCCURS- REFERENCES INDICATED ARE FOR CONVENIENCE ONLY, AND DO NOT
NECESSARILY INCLUDE ALL LOCATIONS WHERE THE DETAIL OCCURS
DETAIL SCALE
DETAIL NUMBER
DETAIL TITLE -- WHEN PRESENT, TITLE IDENTIFIES CHARACTERISTICS OF THE DETAIL- TITLES INDICATED ARE FOR CONVENIENCE ONLY, AND DO NOTNECESSARILY IDENTIFY ALL LOCATIONS WHERE THE DETAIL OCCURS
GENERAL NOTES:1. DIMENSIONS - TAKE FIELD MEASUREMENTS TO VERIFY EXISTING
CONDITIONS. RECEIVE CERTIFIED OR ACCEPTED EQUIPMENTDRAWINGS PRIOR TO PROCEEDING WITH AFFECTED WORK.REVIEW DIMENSIONS SHOWN ON CONTRACT DRAWINGS,SHOP DRAWINGS & SUBMITTALS. REPORT INCONSISTENCIES TOARCHITECT / ENGINEER AND RECEIVE CLARIFICATION PRIOR TOPROCEEDING. VERIFY SIZES OF OPENINGS, CURBS, BASES,RECESSES, ANCHOR BOLT SIZES & LOCATIONS
2. DIMENSIONS FOR MASONRY CONSTRUCTION ARE NOMINAL &DO NOT INCLUDE SURFACE FINISHES
3. LOCATE DOOR FRAMES A MINIMUM OF 4" OFF CORNER TOBACK OF FRAME UNLESS OTHERWISE INDICATED
4. SEQUENCING OF CONSTRUCTION SHALL BE COORDINATEDWITH OWNER'S EQUIPMENT DELIVERY AND INSTALLATION.
A.101
1
A.101 2
1
3
4
1
A.101
1A.204
Typical Expansion Assembly1 1/2" = 1'-0"
1 2 1 2 3
1 2
A.001
ArchitecturalAbbreviations &Symbols
None
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
GYP BD WALLASSEMBLY
FIRE RATING: 1 &2 HRL RATED: YESMOVEMENT: CLASS 2JOINT WIDTH: 1"
MISCELLANEOUS MECHANICAL PENETRANTS F-A-7000 SERIES F-B-7000 SERIES W-J-7000 SERIES C-K-7000 SERIES W-L-7000 SERIES
MIXED PENETRANTS CONTAININGANY OF THE ABOVE
F-A-8000 SERIES F-B-8000 SERIES W-J-8000 SERIES C-K-8000 SERIES W-L-8000 SERIES
SECTION A-APLANSECTION A-APLAN SECTION A-APLAN
SECTION A-APLAN
SECTION A-APLAN
SECTION A-APLANSECTION A-APLAN
SECTION A-APLAN
SECTION A-APLAN SECTION A-APLAN
STEEL DUCT
VERIFY MINFILL MATERIALW/ UL TEST
NOT LESS THAN 1-HOUR BUT NOT LESS THAN THEREQUIRED RATING OF THE WALL PENETRATED
NOT APPLICABLE
NOT APPLICABLEL- WALL, GYPSUM BOARD ON METAL STUDS
THROUGHPENETRANT
THROUGHPENETRANT
COORD MINDIM W/SELECT'D SYST
COORD MINDIM W/SELECT'DSYST
A
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
1. FIRESTOP SYSTEMS SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITHASTME814 WITH MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OFWATER
2. MAINTAIN INTEGRITY OF FIRE-RESISTANT-RATED ASSEMBLIES AT PENETRATIONS3. APPLIES TO FIRE-RESISTANCE-RATED
3.1. WALLS3.2. HORIZONTAL ASSEMBLIES
4. SLEEVES4.1. WHERE INSTALLED, SECURELY FASTEN TO ASSEMBLY PENETRATED4.2. PROTECT SPACE BETWEEN PENETRANT AND SLEEVE AND ASSEMBLY BEING
PENETRATED5. FIRE-RESISTANCE-RATED WALLS:
5.1. PROTECT THROUGH PENETRATIONS INTO OR THROUGH FIRE WALLS, FIREBARRIERS, SMOKE BARRIERS AND FIRE PARTITIONS
5.2. OPTION #15.2.1. PENETRANT: METALLIC AND NOT MORE THAN 6" NOMINAL DIAMETER5.2.2. OPENING: NOT MORE THAN 144 SQUARE INCHES5.2.3. FILL MATERIAL: CONCRETE, GROUT, OR MORTAR INSTALLED FULL
THICKNESS OF WALL OR THICKNESS TO MAINTAIN FIRE RESISTANCERATING
6. FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES:6.1. PROTECT THROUGH PENETRATIONS OF FLOORS, FLOOR/CEILING
ASSEMBLIES, AND CEILING MEMBRANE OF ROOF/CEILING ASSEMBLIES6.2. OPTION #2
6.2.1. PENETRANT: METALLAIC AND NOT MORE THAN 6" NOMINAL DIAMETER6.2.2. OPENING: NOT MORE THAN 144 SQUARE INCHES6.2.3. FILL MATERIAL: CONCRETE, GROUT, OR MORTAR INSTALLED FULL
THICKNESS OF FLOOR OR THICKNESS TO MAINTAIN FIRE RESISTANCERATING
A
AA
GYP. BRD.
AA
AA
AA
A.003
Typical ThroughPenetrationFirestop System
None
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
BASE PER INTERIORFINISHES - SEE ROOMFINISH SCHED.
PROVIDE DEFLECTIONTRACKS @ UNDERSIDE OFEXISTING DECK AS REQ'D
PROVIDE SEALANT @PERIMETER (TOP & BOTTOM)
EXIST. STEEL ROOFDECK (PAINT)
PLAN
CEILING
3-5/8" METAL STUDS @ 16" O.C.W/ 5/8" GYP. BRD. ON EACHSIDE (MOLD TOUGH USGBOARD @ WET SIDE)
'DRY' SIDE 'WET' SIDE
BASE PER INTERIORFINISHES - SEE ROOMFINISH SCHED.
PROVIDE DEFLECTIONTRACKS @ UNDERSIDE OFEXISTING DECK AS REQ'D
PROVIDE SEALANT @PERIMETER (TOP & BOTTOM)
EXIST. STEEL ROOFDECK (PAINT)
PLAN
CEILING
3-5/8" METAL STUDS @ 16" O.C.W/ 5/8" GYP. BRD. ON EACHSIDE (MOLD TOUGH USGBOARD @ WET SIDE)
'DRY' SIDE 'WET' SIDE
PROVIDE NON-FACED SOUNDATTENUATION BATT INSULATION
BASE PER INTERIORFINISHES - SEE ROOMFINISH SCHED.
PROVIDE DEFLECTIONTRACKS @ UNDERSIDE OFEXISTING DECK AS REQ'D
PROVIDE SEALANT @PERIMETER (TOP & BOTTOM)
EXIST. STEEL ROOFDECK (PAINT)
PLAN
CEILING
3-5/8" METAL STUDS @ 16" O.C.W/ 5/8" GYP. BRD. ON EACHSIDE (MOLD TOUGH USGBOARD @ WET SIDE)
'DRY' SIDE 'WET' SIDE
R-13 BATT INSULATION(NON-FACED @ WET AREAS)
PROVIDE "REEF INDUSTRIES -GRIFFOLYN" VAPOR RETARDER.REFER TO SHEET A.102 FORFURTHER DETAILS
PROVIDE "REEF INDUSTRIES -GRIFFOLYN" VAPOR RETARDER.REFER TO SHEET A.102 FORFURTHER DETAILS
'WET' SIDE'DRY' SIDE
BASE PER INTERIOR FINISHES- SEE ROOM FINISH SCHED.
EXIST. STEEL ROOFDECK (PAINT)
PROVIDE DEFLECTIONTRACKS @ UNDERSIDE OFEXISTING DECK AS REQ'D
PROVIDE SEALANT @PERIMETER (TOP & BOTTOM)
PROVIDE NON-FACED SOUNDATTENUATION BATT INSULATION
SPRAYED IN PLACE CLOSED CELLFOAM INSULATION @ DECK TOPROVIDE SEAL @ TOP OF WALL
FLOOR
PLAN
CEILING
8" METAL STUDS @ 16" O.C.W/ 5/8" GYP. BRD. ON EACHSIDE (MOLD TOUGH USGBOARD @ WET SIDE)
RUN GYP BOARD UP INTO THEMETAL ROOF DECKING, CUT ASREQ'D TO FIT INTO DECKING FLUTES- FIRE CAULK
PROVIDE "REEF INDUSTRIES -GRIFFOLYN" VAPOR RETARDER.REFER TO SHEET A.102 FORFURTHER DETAILS
PROVIDE "REEF INDUSTRIES -GRIFFOLYN" VAPOR RETARDER.REFER TO SHEET A.102 FORFURTHER DETAILS
PLAN
6" (16 GA. MIN.) METALSTUDS @ 16" O.C.
EXTERIOR INTERIOR'GOLDFISH'
5/8" GYPSUM BOARD
4" (3 5/8") BRICKVENEER
1 7/8" AIRSPACE
FLUID APPLIED AIR &MOISTURE BARRIER,WEATHERMATE ORMEMBRANE
2" EXTRUDEDPOLYSTYRENEINSULATION
CROSS-BRACING - PROVIDE REQUIREDCLEARANCE TO STRUCTURE CROSSBRACES AS REQUIRED BY STRUCTURAL- SEE STRUCTURAL SHEETS
PROVIDE 3" CLOSED CELLINSULATION FLOOR TO CEILING
BASE PER INTERIOR FINISHES- SEE ROOM FINISH SCHED.
SEE INTERIOR ELEVATIONS& SECTION DETAILS FORWALL HEIGHTS
PROVIDE NON-FACED SOUNDATTENUATION BATT INSULATION
CROSS-BRACING - PROVIDE REQUIREDCLEARANCE TO STRUCTURE CROSSBRACES AS REQUIRED BY STRUCTURAL- SEE STRUCTURAL SHEETS
PLAN
EXTERIOR INTERIOR'GOLDFISH'
5/8" GYPSUM BOARD
R-21 BATT INSULATION. PROVIDE KRAFT FACINGIN ALL AREAS THAT DO NOT CONTAIN THEGRIFFOLYN VAPOR BARRIER. DO NOT INSTALL 2VAPOR BARRIERS WITHIN A WALL CAVITY. REFERTO SHEET A.102 FOR GRIFFOLY LOCATIONS.
4" (3 5/8") BRICKVENEER
1 7/8" AIRSPACE
FLUID APPLIED AIR &MOISTURE BARRIER,WEATHERMATE ORMEMBRANE
2" EXTRUDEDPOLYSTYRENEINSULATION
6" (16 GA. MIN.) METALSTUDS @ 16" O.C.
Wall Construction / Finish Notes:1. ALL METAL STUD FRAMING SHALL BE 20 GAUGE FOR WALLS THAT ARE 18' OR LESS IN HEIGHT.
FOR WALLS THAT EXCEED 18' IN HEIGHT USE 18 GAUGE FRAMING.
2. ALL GYPSUM BOARD THAT IS IN THE "WETSIDE" AREAS SHALL BE MOLD TOUGH TYPE "X"GYPSUM BOARD. ALL GYPSUM BOARD IN THE "DRYSIDE" SHALL BE TYPE "X" GYPSUM BOARD.
3. PROVIDE A "LEVEL IV" FINISH AT ALL GYPSUM BOARD SURFACES. REFER TO CHAPTER 5 OF'USG GYPSUM CONSTRUCTION HANDBOOK' FOR FINISH DEFINITIONS.
4. PROVIDE CONTROL JOINTS / EXPANSION JOINTS IN GYPSUM CEILINGS & WALLS AT 30' O.C.USE USG 093 CONTROL JOINT, INSTALL PER MANUFACTURERS SPECIFICATIONS.
5. COLD FORMED METAL FRAMING CONTRACTOR IS TO VERIFY ALL STUD GAUGE BEFOREORDERING STUDS.
NOTE: WALL IS THE SAME WITH 2X6 F.R.T.WOOD FRAMING IN LIEU OF 2X4 F.R.T. WOODFRAMING
Wall TypeScale: 1-1/2" = 1'-0"EX.3
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.1 NOTE: WALL IS THE SAME WITH 6" METALFRAMING IN LIEU OF 3 5/8" METAL FRAMING. B.1 NOTE: WALL IS THE SAME WITH 6" METAL
FRAMING IN LIEU OF 3 5/8" METAL FRAMING. C.1 NOTE: WALL IS THE SAME WITH 6" METALFRAMING IN LIEU OF 3 5/8" METAL FRAMING.
NOTE: WALL IS THE SAME WITH 2X6 F.R.T.WOOD FRAMING IN LIEU OF 2X4 F.R.T.WOOD FRAMING
G.1NOTE: WALL IS THE SAME WITH 2X6 F.R.T.WOOD FRAMING IN LIEU OF 2X4 F.R.T.WOOD FRAMING
NOTE: WALL IS THE SAME WITH 2X6 F.R.T.WOOD FRAMING IN LIEU OF 2X4 F.R.T.WOOD FRAMING
EX.1EX.2 NOTE: WALL IS THE SAME WITH 14" METAL
STUD IN LIEU OF 6" STUD EX.4 NOTE: WALL IS THE SAME WITH 14" METALSTUD IN LIEU OF 6" STUD
Division 2: Site Work / Demolition
1. Demolition:
A. The methods used for demolishing and removing various portions of the existingasphalt paving shall be the responsibility of the contractor, subject to thefollowing requirements.
B. All demolished material and debris, except gravel base, shall be removed from site assoon as possible, and disposed off site legally. Do not accumulate rubbish on the site.See sheet sp-2 for gravel base note.
C.Demolition- as required to complete the project in a thorough and proper manner.Any questions shall be clarified with architect during the bid phase. Contractors shallwalk through the job with the architect and owner prior to commencing work. Theexact scope of demolition shall be corrdinated with selected construction company.Contractor shall save on site materials or products or discard as approved by theowner. Demolition contractor shall be responsible for all shoring, blocking, cribbingand bracing to maintain building structural stability. Shoring shall remain in place untilnew system is in place and able to carry required loads. The general contractor andsub-contractor are responsible for all temporary shoring required during newconstruction.
D. Contractor shall shut off, cap and otherwise protect public utility lines.
E. Temporary construction shoring - shore and/or brace existing structure as requiredprior to and during construction. The engineer and architect assume no responsibilityfor the design or proper installation of temporary building bracing or shoring requiredto complete the project. The subcontractor and his engineer are responsible for thedesign and proper installation of all temporary shoring required for a safe andstructurally sound project the subcontractor is responsible for all damages incurreddue to improper shoring and bracing during the construction project. Acceptance ofthe demolition project by the subcontractor is proof of acceptance of the abovementioned items.
F. The general contractor is to perform an on-site walk-through with the appropriatesub-contractors prior to submitting a bid. The purpose of the on-site walk-through is toidentify any existing conditions not shown on the drawings that will have to be alteredin order to complete the job per the construction documents. These items may includeexisting duct work or waste lines. The general and sub-contractors shall take existingexposed conditions in to account when considering the scope of work. Neither thegeneral, sub-contractors, architect nor engineer are responsible for concealedconstruction.
G.The general contractor or its sub-contractors shall be responsible to repair or replaceany walks or drives damaged during construction be it public or private.
2. GENERAL SITE INFORMATION:
A. The drawings indicate the physical dimensions and general topography of the site, butdo not show the extent of all obstructions conditions.
B. The contractor shall assume full responsibility for deductions he makes or conclusionshe draws from the information furnished him and from his inspection of availableinformation. The contractor at his option and without cost to the owner may takeborings and other exploratory actions as approved by the architect to furtherdetermine the conditions of the site and to provide for the construction specifiedherein.
C.Call Miss Dig (Julie) at least 24 hours prior to commencement of any site work.
D. Contractor shall shut off, cap and otherwise protect public utility lines.
E. The allowable soil bearing capacity shall be assumed to be 2,500 psf. The generalcontractor shall confirm the soil bearing capacity. Krieger Klatt Architectsrecommends soil borings for this project. If there is any question as to the bearingcapacity of the soil, work shall stop and soil borings shall be performed in order todetermine the proper depth required for the foundations.
F. Save and stockpile any existing shrubs where directed by owner. Strip toil soil frombuilding area and at areas to have a change of grade to surface of subsoil. Stockpilesoil from building where directed by owner for later use and clear of new construction.All unused excavated soil material shall be hauled from site.
H. See landscape plan for all proposed terraces, walks and landscaping.
I. Run existing overhead utility lines (electrical, cable phone) underground in conduit.Relocate meters and boxes as shown on drawings or as required. Verify locations ofall utilities with an appropriate agencies, contractor and owner.
3. PROTECTION:
A. The contractor shall consider all existing utilities and services in connection with thiswork and provide all required work and services to protect and maintain all suchutilities and services which are to remain in use during the construction workprogress. All utilities and services which are to be abandoned as approved by thearchitect shall be properly cut-off from main service connections and in conformancewith the codes and regulations for the work.
4. MEASUREMENTS AND LEVELS:
A. The contractor shall check and verify all drawings measurements and levels in relationto existing elevations, adjacent construction, etc., and determine all conditions andrequirements for excavations, backfill, and all shoring, sheeting, and bracing, forprotection of the owner's premises and buildings. All lines and levels of the newconstruction shall be carefully and accurately laid out before proceeding with anywork.
5. SITE CLEARING:
A.The extent of site clearing operations is as required for the proper execution of allnew work and/or as shown on drawings; including, but not necessarily limited to thefollowing categories of work:
B. Removal of surface debris.
C.Removal of asphalt paving and base shall be saw cut
D.Breakout and removal of lighting fixture bases following fixture removal.
E. Coordination of work with owner, general contractor and other trades to minimizedisruption of the neighbor's use of site and parking facilities.
F. Providing of all required equipment tools and materials as may be required for siteclearing operations required, shown on drawings and/or specified herein.
G.All other miscellaneous site clearing required to properly perform work required asindicated on drawings and/or specified herein.
6. EXCAVATION:
A.Excavation shall consist of removing and disposing of all material, of whatever type ornature may be disclosed, to the required depths, exposing to a suitable bearing soil.
B. Excavate for footings, foundations, walls, piers and similar below ground work of widthrequired for construction of same for inspection. Excavation for concrete footings maybe of exact concrete size if earth banks will stand.
C.Footings and foundations are of soil bearing design, and shall bear on firm,undisturbed soil capable of supporting the loadings. If satisfactory bearing capacitiesare not found at elevations for bottoms of foundations where indicated on thedrawings, deepen and/or enlarge the excavation as directed by the architect.
D.Filling or backfilling with earth under foundations will not be permitted. If this trade, byerror, excavates below such foundation bottoms he shall backfill to correct elevationswith 3000 p.s.i. Concrete, at his expense. Clean, level and trim excavation as requiredfor concrete construction, just before concrete is placed.
E. Excavated material that cannot be used for fill or backfill work, shall be disposed ofoff-site by this trade, legally.
7. FILL, BACKFILLING AND COMPACTION:
A.Material for granular fill under floor slabs on ground shall be clean, washed, coarseconcrete sand, gravel, crushed stone, or any combination of same, of 3/8 maximumaggregate size, secured off-site by this trade, at his expense.
8. ROUGH GRADING:
A.The drawings indicate the grades, lines and elevations of the finish work, whichshall govern all grading. In general, the areas within the limits of buildings shall berough graded to elevations 4” below bottom of slabs, filled and finished graded toelevations at bottoms of slabs; the areas under sidewalks, platforms, roads, drives andparking areas shall be rough graded to elevations at bottom of pavementconstruction; areas to be seeded shall be rough graded to elevations 4” below finishgrades; and topsoil finish graded and raked; and all other areas of fill shall be finishgraded to the finish lines grades and elevations. Finish surface shall be reasonablysmooth, as obtained by either blade-grader or scraper operations, and free fromirregular changes.
B. Accurately record location of utilities remaining, rerouted utilities, new utilities byhorizontal dimensions, elevations or inverts and slope gradients.
C.Protect bench marks, property markers and all items of existing construction and siteappurtenances indicated to remain.
D.Protect above or below grade utilities which are to remain.
E. Properly grade all areas to provide positive drainage away from structures. Verify allgrades with engineered site plan prepared by Wilson & Company, Inc.
9. LANDSCAPING GRADING:
A.Topsoil: imported, friable loam; free of subsoil, roots, grass, excessive mount of weeds,stone, and foreign matter, Acidity range ( ph ) of 5.5 to 7.5; containing a minimum offour (4%) percent and a maximum of twenty-Five (25%) percent organic matter.
B. Eliminate uneven areas and low spots. Remove debris, roots, branches, Stones inexcess of 1-1/2 inch in size.
C.Scarify subgrade to depth of 4 inches where topsoil is scheduled. Scarify In areaswhere equipment used for hauling and spreading topsoil has compacted subsoil.
D.Limited subsoil preparation to areas which will be planted in the near future.
10. ASPHALTIC CONCRETE PAVING:
A.Provide and install asphaltic concrete paving, crushed concrete base course,compacted and pavement markings.
11. REFERENCES:
A.All materials and construction shall conform to the current standards andspecifications of the Colorado department of transportation (CDOT).
B. Standards of the City of Stapleton bituminous paving specifications.
12. QUALITY ASSURANCE:
A.Perform work in accordance with CDOT standards and specifications.
B. Mixing plant; conform to CDOT standards.
C.Obtain materials from same source throughout.
13. GRADE CONTROLS:
A.Establish and maintain the required lines and grades as directed on the civilengineering documents.
14. MARKING FOR PAVEMENT SURFACES:
A.Cleaning: sweep surface with power broom supplemented by hand brooms toeliminate loose material and dust. Do not begin marking asphalt surfacing untilacceptable by architect.
B. Striping: use traffic lane marking paint with chlorinated rubber base, factory mixed,quick drying, and non-bleeding.
C.Color: White for standard striping and blue for handicap striping and symbols.
D.Lines for area striping shall be parallel and 18 inches on center.
E. Handicap symbols: provide standard international handicap symbols acceptable tothe architect at each handicap parking space indicated on drawings.
F. Paint with mechanical equipment providing uniform, straight edges, applied in two (2)coats at manufacturers recommended rates.
End of section
DIVISION 3: CONCRETE (Defer to Structural Specification on Sheet S.003 and S.003)
1. REINFORCING STEEL:
A.See structural sheets for further info.
B. Contractor shall provide and install all reinforcing steel and welded wire fabric asspecified on drawings. All reinforcing bars, dowels and ties shall be free of rust, dirt andmud. All welded wire fabric shall be positioned at the mid height of slabs. Allreinforcing shall be placed and securely tied in place sufficiently ahead of placing ofconcrete to allow inspection and correction, if necessary, without delaying theconcrete placement. Extend all reinforcing bars a minimum of 36"around all cornersand lap bars at all splices a minimum of 36 bar diameters. Welding of reinforcing steelis not allowed. Provide proper coverage for all reinforcing steel.
C.All reinforcing bars, dowels and ties shall conform to A.S.T.M. A615 Grade 60.Reinforcing steel shall be continuous and shall have minimum 40 bar diameter lap andbe fabricated and placed in accordance with A.C.I. 315 latest edition.
2. CAST-IN-PLACE CONCRETE:
A.Concrete for footings, floors, slabs, equipment pads, light pole bases, thrust blocks andmiscellaneous curb work shall be in accordance with the following references
B. ACI 301 - structural concrete for buildings.
C.ACI 302 - guide for concrete floor and slab construction.
D. ACI 304 - recommended practice for measuring, mixing, transporting and placingconcrete.
3. CONCRETE FOOTINGS:
See structural sheets for further info.
A.Contractor shall maintain accurate and correct configurations, dimensions andelevations of the foundation work to facilitate structural members, door openings andbrick ledges.
B. Contractor shall coordinate utility sleeves, chases, openings, etc. With those individualtrades concerned.
C.Concrete strength shall be 3000 psi compressive strength at 28 days for all footings,thickened slabs and concrete slabs not exposed to the weather. All concrete exposedto the weather shall have a compressive strength of 3500 p.s.i with 2% air entrainmentto meet CSI and ACI specifications.
D. Interior footings - all interior column pads and continuous footing depth to be asspecified on the foundation plan. If installed in winter conditions or in below freezingtemperature, provide min. 42" depth. Where interior foundations meet exterior walls,provide lead wall or pour entire footing to exterior footing depth.
E. Brick and slab ledges - all masonry facade is to sit on min. 4" brick ledge. Brick ledge isto be stepped as required per grading plan. Provide min. 4" bearing at all slabs andas noted on construction documents.
F. Provide necessary sheeting, shoring, bracing, etc., as required during excavations toprotect sides of excavations.
4. JOINT MATERIALS:
A.Asphalt expansion joints filler: preformed bituminous type conforming To ASTMd99471, ½” thick, unless otherwise shown on drawings: such as W.R. Meadows, inc.“asphalt expansion joint,” w.r. Grace & co. “service Code 1301,” celotex corp.“elastite,” or approved substitute. Proved Asphalt expansion joint filler in expansionjoints which are not to be sealed with joint filler.
5. CONCRETE MIX AND ENVIRONMENT CONSIDERATIONS:
A.Provide concrete to the design as specified in structural specifications
B. Use amounts of admixtures as recommended by the manufacturer for climaticconditions prevailing at the time of placing. Adjust quantities and type of admixturesas required to maintain quality control
C.Cold weather placing: protect concrete work from physical damage or reducedstrength which could be caused by frost, freezing actions, or low temperatures, incompliance with ACI 306, and as herein specified.
D. Minimum concrete strength to be 3000 P.S.I @ 28 days; slabs shall be 3500 P.S.I. min.Provide 6% plus or minus 1% entrained air where exposed to weather.
E. All concrete work and placement shall conform to the latest recommendations ofA.C.I
6. CONCRETE SLABS ON GRADE:
7. SUB-GRADE:
A.Before construction of floor slabs-on-ground, underground mechanical and electricalwork, and compaction and grading of backfill material under floor slabs-on-groundshall have been complete and approved.
B. The sub-grade surface under floor slabs-on-ground shall be covered with vapor barriersub-grade cover immediately prior to placing reinforcement. The vapor barrier sheetsshall be laid with not less than 6 inches lap at edges and ends, and in the direction inwhich concrete is to be placed. Punctures, tears, and all laps, shall be patched withpressure, sensitive barrier tape.
8. JOINTS:
A.Provide construction and/or control joints generally on column lines but with maximum20'0” spacing or as specified on structural sheets
B. Provide expansion or isolation joints at all points of contact between slabs on gradeand vertical surfaces, such as foundation walls and column piers, and elsewhere asshown on the drawing.
C.Expansion joints shall be filled with asphalt expansion joint filler strips extending the fulldepth of slab and ½” in thickness unless otherwise shown on the drawings.
B. After the concrete has set and concrete surface is dry, clean joint groove surfacesfree of foreign matter and loose particles.
9. FINISHING SLABS:
A.Scratch finish: scratch finish shall be required for slab surfaces which are to receivecement mortar setting bed, such as ceramic tile flooring.
B. After placing concrete slabs, the surface shall be placed to a tolerance notexceeding ¼” in 10 feet when tested with a 10 foot straightedge placed on thesurface at not less than two different angles. Surfaces shall be uniformly sloped todrains. After leveling, the surface shall be roughened with stiff brushes or raked beforefinal set.
C.Float finish: A float finish shall be required for slab surfaces which are to receive atrowel finish.
D. All high areas shall be uniformly sloped to drains. Immediately after the completion ofleveling, the surface shall be refloated to a uniform, smooth, granular texture.
E. Trowel finish: a trowel finish shall be required for slab surfaces which are to receivechemical hardener finish, non-slip broom finish, resilient flooring and carpeting.
F. See Finish schedule for further information regarding floor finishes, color, etc.
.10. NONSLIP BROOM FINISH:
A.Nonslip broom finish shall be required for surfaces of exterior porches and walks.
B. Immediately after completion of trowel finish, the surface shall be slightly roughenedby brooming with a fiber-bristle brush in a direction transverse to the main traffic.
C.All slabs on grade are to be a minimum of 4" thick (or as noted on constructiondocuments). Place all slab work on compacted crushed stone or sand 4 inchesminimum depth. Joint slabs in approximately 20'-0" squares or at weak areas. Reinforceslabs as noted on construction documents. Provide 6 mil. Vapor barrier at habitableareas or as noted on construction documents.
11. CONCRETE FLOORS INTENDED AS FINISHED FLAGE:
A. See finish schedule for GFSS finish standards / specifications.
End of section
Division 4: Masonry (Defer to Structural Specification on Sheet S.003 and S.003)
1. MORTAR:
A.Mortar used in the work shall be in accordance with the following requirements, allmeasurements by volume.
B. Mortar for below grade construction must be type m and conform to ASTM C-476.
C.Mortar and grout for reinforced masonry construction shall be type S or N and shallconform to ASTM C-476.
D. Mortar shall be type N above grade and type M below grade.
2. BLOCK:
A.All concrete block used in the project shall be of one type aggregate conforming toASTM specification C90 or C145grade “N”. Units shall be load bearing type, hollow 2core and solid units as required, uniform texture. Unit size shall be as specified on thedrawings.
B. All masonry units furnished must be structurally sound block, free from defects thatinterfere with setting or that impair the strength or performance of the construction.
C.Joint ladder or truss reinforcement wires shall be formed of 9 ga. Or larger wire andconform to ASTM A116 and placed 16” o.c. vertically or as shown on the architecturaldrawings.
D. All masonry should be placed plumb and true with level courses accurately spaced inrunning bond.
E. Anchors, wall plugs, flashings and other items to be built-in shall be installed aswork progresses.
F. All concrete masonry units shall conform to ASTM C-9O and shall have a minimumstrength of 2000 psi.
G.Install vertical reinforcing bars as specified on the drawings of structural sheets.
3. BRICK AND STONE FACADES:
A.Face brick shall be as specified on the drawings.
B. Broken or chipped brick units shall not be accepted.
C.Lay all brick units straight, true, plumb and level in bond.
D. Anchorage of brick units to framing system shall be with heckmann #187 corrugatedbrick veneer anchors with hole 16” o.c. horizontally and vertically. Standard size,3½” long x 1¼” wide x 16 gage with 1½” bend. And 5/16” dia. Hole. For #12 diascrew, hot-dip galvanized after fabrication.
E. Wall shall be vented with heckmann #85 cell vent at 24” o.c. In the bottom verticalmortar joint of the brick wall.
F. All accessories shall be installed in accordance with the manufacturer's specifications.
G.All brick work shall have proper ties to the structure in accordance with the mostrecent specifications of the Brick Institute of America.
H. Provide 22 ga. Galv. Metal brick ties at 24" o.c. Horiz and 16" o.c. Vert. Nail only intostuds or solid blocking secure with galv. 8 d nails.
I. The masonry contractor is solely responsible for the design and installation of alltemporary shoring and false-work required to withstand wind loads and temporaryconstruction loads. All work performed shall be in accordance with all OSHArequirements.
J. All masonry below grade is to be grouted solid.
K. At base of all masonry and as direction on plans provide Grace Perm-A-Barrierthru-wall flashing with weeps at 32" o.c. Grout solid below. Provide pea stone drainagein airspace behind weep hole in order to keep weeps free from mortar droppings. Lapair infiltration barrier over thru-wall flashing in order to create shingle affect. Verify allweep holes are set above porches, slabs and grade. Min. 8” above grade.
L. Note: if a fully adhered product is not used, provide termination bar at top of thru-wallflashing. Install per manufactures specs
M. All brick shall be as specified on the drawings.
4. EXPANSION AND CONTROL JOINTS:
A.Expansion joints for brick masonry shall be placed at 20' or at areas where bearingconditions change.
B. Control joints for concrete masonry shall be placed at 30' o.c. maximum, u.n.o.
Division 5: Metals (Defer to Structural Specification on Sheet S.003 and S.003)
1. STRUCTURAL AND MISC STEEL:
A.Verify sizes and location of roof openings with mechanical and architectural drawings.
B. Steel design, fabrication and erection to be in accordance with the latest AI.S.C.specifications for structural steel for buildings.
C.All structural steel shall conform to the latest A.S.T.M. serial designation A36 or A.S.T.M.A572, GR50; Steel tubing to be A.S.T.M. A500; Steel pipe A.S.T.M. A53; Grade B
D. Shop connections may be bolted, welded or riveted.
E. All field connections shall be bolted with high strength A-325 grade bolts with a¾” minimum diameter, unless noted.
F. Bracing members shall be connected with a minimum of two high strength bolts or asrequired to develop the indicated design load.
G.Bolting connections shall be bearing type with threads in the shear plane unlessnoted.
H. Welding shall be done with E-70xx electrodes. All welded connections shall be inaccordance with the latest A.W.S. specification, E70XX electrodes, with weldingperformed by certified welders.
I. All work is to be erected in accordance with the latest AISC manual of steelconstruction specification.
J. Structural steel design, fabrication and erection shall be in accordance with the latestAISC "specification for structural steel buildings".
K. Structural steel shall conform to ASTM A36 or ASTM A572, grade 50; steel tubing ASTMA500, grade B; pipe ASTM A53, grade B.
L. Welded connections are to be made in accordance with, and by welders qualifiedunder, the aws code, using e70xx electrodes.
M. Bolted connections shall be made with ASTM A325 or A490 bolts, installed inaccordance with the "specifications for structural joints using A325 or A490 bolts". Min¾” dia bolts.
N.Fabricator is to design beam end connections for the reactions shown on the drawingsor for one-half the total uniform load shown in the AISC manual beam load tables orfor reactions shown in composite beam schedule.
O.The design, configuration and erection safety of all structural steel connections arethe responsibility of the steel fabricator. Review and acceptance of the structural steelshop drawings by the engineer shall constitute approval of the detailed connectionsonly.
P. Temporary erection seats shall be provided by the fabricator wherever required, andas recommended on page 3-59 of the AISC publication "engineering for steelconstruction".
Q.The steel frame is non self-supporting per the AISC code of standard practice,sections 7.9.3 and 7.9.5. Erection, bracing, shoring, etc. Shall conform to section 7.9. Itis solely the contractor's responsibility to determine erection procedures, materials andsequence.
R. Steel Decka.Deck Profile: Type “B” or as indicated on Drawings.b. Profile Depth: 1-1/2 inches or as indicated on Drawings.c. Design Uncoated Steel Thickness: 20 Gauge or as indicated on Drawings.d. Span Design: Multiple (3 span minimum).e. Accessories: Manufacturer's recommended roof deck accessory materials.
S. Closure strips, wet concrete stops, cant strips, cover plates, or reinforcing steel sheet:20 gauge shop primed or galvanized to match deck type.
T. Flute Closures: Closed cell foam rubber of thickness required, profiled to fit tight todecking.
U. Provide non-combustible and/or fire rated closures as/if indicated.
V.Fasteners: Hardened steel, galvanized, self-tapping or weld washers, mild steeluncoated. Powder activated or pneumatically driven fasteners are also acceptable.
W. The steel manufacturer shall provide shop drawings to the architect and or engineerprior to fabrication.
X. Provide miscellaneous 4 x 4 x ¼ steel angles at all roof penetrations supporting rooftopequipment to span between existing steel beams, and similarly at all exhaust hoodmounting locations for food service equipment suppliers to mount threaded roadsupports to.
2. METAL STUD FRAMING SYSTEM:
A.Provide and install formed metal stud framing and accessories where indicated ondrawings for a complete stable and structural system capable of supporting the loadsbeing applied to the system.
B. Structural properties and design shall be in accordance with aisi “specifications for thedesign of coldformed steel structural members,” 1980, and other applicablestandards or specifications.
3. MANUFACTURERS:
A.United states gypsum
B. National gypsum (gold bond)
A.Stud framing materials:
B. Non-load bearing studs: ASTM a525, galvanized to g90 coating class, cold rolled steel,channel shaped, punched for utility access, as scheduled.
C.Width: 35/8”20ga. Prostud (max height of 16'10”), 6”12ga. (maximum height of26'0”) or 6” 16ga. (maximum height 20'9”) or as otherwise indicated.
D.Furring and bracing members: of same material and finish as studs, thickness to suitpurpose.
E. Fasteners: ga 203, self-drilling, self-tapping screws.
F. Steel Joists: ASTM A 446, Grade 33, “C” channel shape, with flange width of 2 inches,minimum uncoated steel thickness as indicated on Drawings or 18 gauge if notindicated, and of depths indicated.
G.Steel Roof Trusses: All component gauges, ASTM A 653, minimum yield strength of40,000 PSI.
H. Bracing and Bridging: ASTM A 653, minimum yield strength of 33,000 PSI.
I. Metal backing of same material and finish as studs for reinforcement in areasindicated on drawings.
J. Install studs vertically at 16 inches oc unless otherwise indicated on drawings. Placetwo beads of acoustic sealant between studs and adjacent vertical surfaces whereacoustic separation is required.
K. Connect studs to tracks using crimping or fastener method.
L. Stud splicing not permissible.
M. Construct corners using minimum three studs.
N.Double studs at wall openings, door and window jambs, and not more than 2 incheseach side of openings.
O.Brace stud framing system and make rigid.
P. Coordinate erection of studs with requirements of door and window frame supportsand attachments.
Q.Coordinate installation of bucks, anchors, plates and blocking with electrical andmechanical work to be placed in or behind stud framing.
R. Blocking: secure wood blocking to studs. Install blocking for support of plumbingfixtures, toilet partitions, wall cabinets, toilet accessories, hardware, wood trim andmiscellaneous items.
S. All interior stud partitions shall extend through ceiling to roof deck above. Maintainclearance under structural building members to avoid deflection transfer to studs.Provide extended leg ceiling runners.
T. Coordinate placement of insulation in multiple stud spaces made inaccessible afterstud framing erection.
4. TOLERANCES:
A.Maximum variation from true position: 1/8” inch.
B. Maximum variation of any member from plane; 1/8” inch
Division 6: Wood and Plastics
1. LUMBER AND ROUGH FRAMING
A.Lumber shall conform to the “American Lumber Standards”, and shall have visiblegrade stamp of agency certified by national forest products association (NFPA).
B. Furnish and install all items of rough hardware, including spikes, bolts, nails, screws,straps, slips, also anchors and anchor bolts, as required, to fasten wood to wood,wood to metal and wood to masonry.
C.Nails, spikes and staples: galvanized for exterior locations, high humidity locations andtreated wood; plain finish for other interior locations; size and type to suit application.
D.Bolts, nuts, washers, lags, pins and screws: medium carbon steel; sized to suitapplication galvanized for exterior location, high humidity locations and treatedwood; plain finish for other interior locations.
E. Joist hangers; sized and profiled to suit application; galvanized finish.
F. Fasteners: toggle bolt type for anchorage to hollow masonry. Expansion shield andlag bolt type for anchorage to solid masonry or concrete. Bolts or power activatedtype for anchorage to steel.
G.Holes in structural steel be pre-drilled by the structural steel Fabricator.
H. Materials for framing shall be southern pine, hem fir, douglas fir or hemlock withminimum allowable stresses of: fb=850 psi e=1,300,000 psi kiln dried, no. 2 or better.
I. Studs shall be spf/stvp (wwpa) or better grade. U.n.o., kiln dried at 9% maximummoisture content.
J. Laminated veneer lumber (such as micro lam) shall have the following structuralproperties: fb=2800 psi, fy-285- psi,
E=2,000,000 psi.
K. Laminated wood beams (glue-lams) shall have the following structural properties:fb=2400 psi; fy-165 psi; e=i,800,000 psi
L. Any wood plate installed on concrete or masonry block shall be pressure-treated.
M. Install all structural framing, bridging, fire stopping, etc. pursuant to proceduresoutlined by the current building code.
N. Install 3/4" plywood fire blocking @ all wall cabinets and all areas required by currentbuilding code.
O.Install blocking/backing for all door bumpers, towel bars, rods, shelves, shelf supports,shower wand, intersecting shower door, toilet paper holders, railings, fans, cabinets,partitions, grab bars, etc. Coordinate location of all items with Krieger Klatt Architectsbefore rough utilities are run.
P. Structural dimension lumber such as headers and joists shall be a minimum of #2 hemfir at mc 19% maximum.
Q.All structural lumber in contact with concrete or masonry, or less than 8" abovegrade or exposed to the weather shall be pressure treated.
R. All lumber at or below grade shall be pressure treated.
S. All pressure treated lumber which is cut, drilled or notched shall be field treated(brushed on exposed surfaces).
T. Notching and drilling of structural members is prohibited without prior written consentof the engineer or architect.
U. All connections not noted on the drawings shall be made with prefabricated steelhangers sized for the carried load and member size (i.e. A double 2 x 10 must have asimpson u-210-2 hanger (or equal), etc.).
V. Care is to be taken to isolate all galvanized hangers from pressure treated lumber.Consult architect if situation occurs.
2. WOOD CONNECTIONS:
A.Unless noted otherwise, all wood connections shall comply with the MBC 2009. Seenailing schedules as provided in building code
3. ENGINEERED BUILDING SYSTEMS
N/A
4. FINISH LUMBER AND ARCHITECTURAL WORKWORK:
A.Provide all wood species shown on the drawings and as herein specified. All wood forfinish must be selected from well-seasoned stock, thoroughly kiln dried and worked toscale and detail drawings. None to be brought to building until same is dried out andheated. All finish woodwork is to be best quality.
B. All interior trim is to be poplar ready for paint. Finger jointed material is not permitted.
C.Install work in accordance with awi premium quality standard.
D. Set and secure materials and components in place, plumb and level.
E. Protect finished installation to prevent damage to finished work.
F. The finish carpenter shall consult the specifications of other trades doing workconnection with this particular trade, and any carpentry work or material which is notspecified under this section and which is necessary or required for the completion ofthe work of this section shall be furnished and installed by this contractor.
G.The extent of finish carpentry work is shown on the drawings and schedules.
A.Furnish all labor, materials, equipment and services necessary or required to fullycomplete all finish carpentry and related work as indicated on the drawings, or asspecified herein, including, but not necessarily limited to, the following brieflydescribed:
5. WOOD STAIRS AND HANDRAILS:n/a
6. PLASTIC LAMINATE WORK AND CABINETRY:
A.Plastic laminate material: As specified on the drawings
7. COUNTERTOPS AND LOOSE SHELVES:
A.Plastic laminate finish shall be installed over a core of ¾” cabinet grade high densityparticle board, or plywood, with backing of high pressure paper laminate without adecorative finish; minimum 1/32 inches thick, manufactured by wilsonart or equal.(post-formed countertops are not acceptable).
B. Those items which are identified through detail as having to be shop fabricated (i.e.Countertop, certain cabinetwork, shelving, etc.) Shall be done in accordance withrecommendations of awi.
C.Apply plastic laminate finish in full uninterrupted sheets consistent with manufacturedsizes. Corners and joints to be hairline. Slightly bevel arises. Locate counter butt jointsat least 2 feet from sink cut-outs.
D. Cap exposed plastic laminate edges with material of same finish and pattern.Mechanically fasten splash backs to counter-tops with steel brackets at 16 inches oncenter.
E. Plastic laminate design, finish and color selected by owner.
8. CABINET HARDWARE & ACCESSORIES
A. Hinges: Rockford Press Control, Inc.; Rockford, Illinois #349-26D-1 or approved equal.Heavy duty, 5 knuckle, with hospital tip. Hinges are to be attached with flat headsheet metal screws, wood screws are not acceptable.
B. Pulls: Amerock #24018-SN, Satin Nickel Galleria Pull or approved equal.
C.Catches: Friction type, adjustable with nylon roller and strike. Amerock #CM9823-A2Gfor ¾ inch thick doors. Amerock #CM97452G for 11/8 inch thick doors.
D. Adjustable Shelf Supports: Knape & Vogt #348 (minimum four required per shelf).
E. Drawer Slides: As manufactured by Blum, Accuride, or approved equal.Side-mounted, zinc-plated steel drawer slides with steel ball bearings, complying withBHMA A156.9, Grade 1 and rated for the following loads:
G.Door Cushions: Blum door corners, opposite hinge side to receive plastic roundcushion.
H. Locks: Chicago Lock Company, Chicago, Illinois, or Architect approve equal asfollows:
a.1. 1-1/8 inch doors type #1704b. 7/8 inch drawer fronts #1703c. ¾ inch doors #1702
I. Locks shall be of cylinder type cast with 5 disc tumbler mechanism. Each lock shall beprovided with 2 milled brass keys. Locks shall be keyed differently or keyed alike asrequired by Architect/Owner. Provide master key(s) for each room or area. Locks shallbe provided as shown on Drawings - or, if no locks are indicated on Drawings, providelocks at all Drawers.
J. Grommets for cable passage through countertops: High impact ABS cable hole cover,2-1/2 inch inside diameter, with spring closure in tip. As manufactured by Hafele orapprove equal, in color to be selected by Architect.
9. ADHESIVES:
A.Rough finish - Construction adhesive: solvent release, cartridge type, compatible withwall substrate, capable of achieving durable bond.
10. ACCESSORIES AND FASTENERS:
A. The rough and or finish contractor shall provide all nails, screws, nuts, bolts andfasteners as required to complete the project. The contractor shall follow the designintent established in the drawings.
11. SOLID SURFACE FABRICATIONS:
A.Corian® surfaces from the DuPont Company, or equal as preapproved by Architect.
a. Solid polymer components1. Cast, nonporous, filled polymer, not coated, laminated or of composite construction
with through body colors meeting ANSI Z124.3 or ANSI Z124.6, having minimum physicaland performance properties specified.
2. Superficial damage to a depth of 0.010 inch (.25 mm) shall be repairable by sandingand/or polishing.
B. Thickness: ½” for all surfaces unless otherwise noted.
C.Provide ½” thick window sills with 1” full bullnose edge detail at face.
a.1. Finish: To be selected from standards for matte, semi-gloss, or gloss.b. Color: To be selected from Price Group A through D.c. Inlays: Not applicable
D. Seams: Fabricate window sills without seams where practical or with sealant-filledseams in locations as approved on Shop Drawings.
E. Fabricate components to greatest extent practical to sizes and shapes indicated, inaccordance with approved shop drawings and manufacturer's printed instructionsand technical bulletins.
F. Form joints between components using manufacturer's standard joint adhesivewithout conspicuous joints.
a.Reinforce with strip of solid polymer material, 2" wide.
G.Provide factory cutouts for plumbing fittings and bath accessories as indicated onthe drawings.
H. Rout and finish component edges with clean, sharp returns.a.Rout cutouts, radii and contours to template.b. Smooth edges.c. Repair or reject defective and inaccurate work.
12. DELIVERY, STORAGE AND HANDLING:
A.Deliver, products to site and handle under provisions of owner's General conditions.
B. Protect units from moisture damage.
C.Do not deliver shop fabricated carpentry items until site conditions are adequate toreceive the work. Protect items from weather while in transit.
D. Store indoors, in ventilated areas with a constant, minimum temperature of 60 degreesf., maximum relative humidity of 25 to 55 percent.
E. All customs cabinet work and counters to be tongued and grooved, glued andscrewed together on the bench, put together with as few nails as possible, andbrought to the building, ready to set in place
A.005
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
ArchitecturalSpecifications
None
Division 7: Thermal and Moisture Protection
1. WATERPROOFING:
A.Provide polyester film thru-wall flashing at horizontal surfaces of foundation, sills, headsand elsewhere as required.
B. Thru-wall flashing shall be heckmann #81 epdm, 40 mil thick.
C.Installation shall be in strict accordance with the manufacturer's latest writtenspecifications.
2. VAPOR BARRIER:
A.Provide and install continuous vapor barrier under concrete floor and overcompacted earth with joints lapped 6" minimum. The vapor barrier is to be a min. of 6mils thick. Install beneath all floor slabs within habitable areas or as indicated on thedrawings.
B. Install sheet materials, in accordance with manufacturer's instructions.
3. AIR BARRIER:
A.Provide and install continuous air barrier on exterior walls.
B. Install with strict compliance of manufacturers specifications.
4. WATER BARRIER:
5. BOARD INSULATION:
A.Provide and install continuous polystyrene board insulation under floor slabs and atfoundation perimeter as noted on the drawings. The insulation shall be 2” thick, placedat the building perimeter (or as shown) and extend 24” vertically and horizontally.
B. Place insulation under slabs on grade after base for slab has been compacted.
C.Prevent insulation from being displaced or damaged while placing vapor barrier andconcrete slab.
D. Install board materials in accordance with manufacturer's instructions.
6. INSULATION:
A.Insulation shall be as specified on the drawing.. Intent is to comply with IECC 2009model energy code. Non-combustible insulation must be used in (if applicable)
Note: provide option to insulate all interior walls.
B. Provide sound insulation at all bathroom and laundry walls or as noted on thedrawings.
7. GUTTERS AND DOWNSPOUTS and ROOF SUMPS:
A.Provide gutters and downspouts as indicated on the drawings
8. SOFFITS:
A.As specified on drawings
9. SEALANTS AND CAULKING:
A.Provide and install sealant or caulking at all locations requiring sealant or caulking.Type shall be as recommended by the manufacturer for each location.
B. Installation shall comply with the manufacturers written directions.
10. VENTING:
As specified on drawings
11. METAL FLASHING AND TRIM:
A.All step flashing where roofs meet walls shall be 24 ga. Min. clear anodized aluminum.Flash all areas as shown or as required by the highest standards of practice. Providealuminum cap flashing with hemmed edges over all window heads white.
12. ROOFING:
A.Whether specified in this Section or not, all roofing and related materials shall be asrequired and recommended by roofing system manufacturer for a complete systemto achieve specified Warranty.
B. EPDM Sheet: ASTM D 4637, Type 1, Grade 1 and Class U, unreinforced; 60 mils thick;black.
a.Roofing System shall be per Firestone “RubberGard EPDM Fully Adhered RoofSystem, Steel Deck” or Architect approved equal.
C.Auxiliary Materials: Recommended by roofing system manufacturer for intended useto include, but not be limited, to the following:
a. Sheet Flashing: 60-mil- thick EPDM.b. Splice Materials: Synthetic-rubber-polymer primer and 3-inch- wide minimum,
butyl splice tape with release filmc. Thermal or Air Barrier: Provide in addition to specified insulation only if required by
Manufacturer.d. Accessories: All additional required corner pieces, splices, and flashings as
required at parapets and new roof penetrations.e. Roof Walkway Pads: Type and Material as recommended by Roof Manufacturer
and as indicated on Drawings.
D.Roofing Insulation: Polyisocyanurate Board Insulation: ASTM C 1289, Type II, in minimumthickness required to achieve R=20.
a. At unheated canopy portions provide minimum insulation thickness required forproper system installation and warranty.
b. Provide tapered insulation only as may be required for drainage at or around roofaccessories, at equipment, at parapets, or as indicated on Drawings. Fabricatetapered insulation with a slope of ¼ inch per 12 inches (1:48) or as indicated ondrawings. Ensure tapered insulation provides for positive drainage and does notallow for ponding to occur. Maintain minimum R=20 in all locations except asnoted above for canopy roofs.
c. Mechanically attach roofing insulation to metal deck per Roofing SystemManufacturer's recommendations.
13. ALUMINUM COMPOSITE MATERIAL (A.C.M.) PANEL SYSTEM :
A.Furnish and install aluminum composite panel system for walls, fascias, soffits, etc. asdirected on drawings.
B. Furnish and install all necessary associated trim, parapet caps, sealants, and fastenersrequired for a weather tight enclosure system.
C.The composite metal panel manufacturer and fabricator shall have a minimum 10years experience in the performance of projects with similar size and scope.
D. The composite metal panel installer shall have a minimum 5 years experience in theperformance of projects with similar size and scope.
E. The composite panel system shall have been tested and certified for compliance withrequirements as specified herein and designed in accordance with acceptedpractices of the Curtainwall Manufacturer's Association utilizing the rain screen walldesign principle.
F. All materials shall be fabricated in the USA.
G.The materials, products, and systems specified in this section establish a standard ofquality for required function, performance, dimension, and appearance, and must bemet by any proposed substitutions.
H. No substitutions will be considered unless written request for approval has beensubmitted by the bidder and has been received by the architect at least ten (10) daysprior to the date for receipt of bids.
I. Such request shall include the name of the composite material and system fabricator,a complete description of the proposed substitution including drawings, cuts,mock-ups, performance and test data showing all deviations to the projectrequirements, a list of projects of similar scope, photographs of existing installations,and any other information deemed necessary by the architect for proper evaluation.
J. Substitutions shall be approved by Addendum or Bulletin only.
K. MATERIALS
a. Aluminum Composite Materials - Composite material shall be 5/32" (4mm) thickwith minimum .020" aluminum skins on both sides and a polyethylene (PE) core. Toprovide ultra-flat material, aluminum skins shall be bonded in tension to anextruded thermo-plastic core formed in a continuous process without the use ofglues or adhesives. Laminated panel construction will not be acceptable.
b. Acceptable Manufacturers: Reynobond by Alcoa Architectural Productsc. Finish - Minimum 70 percent fluorpolymer resin coating conforming to AAMA 2605.
This shall include coating systems utilizing Kynar 500, Hylar 5000 or Megaflon. Colorshall be selected by Architect from Manufacturer's metallic colors.
L. System Thickness: nominal 2 inches.
M. Panel Fabrication: panel system shall be completely factory fabricated into pans byway of the route and return method and assembled ready for field installation.
N.Panel Joinery: interlocking male/female horizontal and vertical panel joints shall becreated by factory attachment of continuous proprietary aluminum extrusions to allowa non-directional installation. Perimeter joint extrusions shall be designed to provideconcealed fastening. Perimeter joint extrusions shall also accommodate panelexpansion and contraction and provide continuous reinforcement at the panelreturns.
O.Panel Stiffeners: extruded aluminum stiffeners shall be shop attached and adheredto the back side of the composite material with structural silicone. Stiffeners shall beused wherever panels exceed 4' x 6' or more frequently as deemed necessary by thepanel fabricator.
P. Joint Seals: panel-to-panel joints on vertical surfaces shall receive a pre-finished insert,designed to create joint widths and colors as required by the architectural drawings.
Q.The system to provide 1” deep horizontal and vertical reveal joints using proprietaryaluminum extrusions.
R. Comply with dimensions, panel sizes, thickness and fabrication details shown on thebid documents.
S. Apply protective strippable film to finished surfaces for protection during fabrication,shipment and installation.
T. Panel Attachment: The Panel system is to be installed in a manner to allow removaland replacement of an individual panel without displacement of adjacent panels nordismantling of the wall section.
U. Air and Moisture Barrier: provide Tyvek® or approved equal air and moisture barrierbehind all panel areas.
V. Include all other accessories required for fabrication and installation of the CompositeMetal Panel System.
14. PRE-FINISHED METAL COPING SYSTEM:
A.Shall be as specified in Section 13 ALUMINUM COMPOSITE MATERIAL (A.C.M.) PANELSYSTEM
B. Contractor's option: pre-finished metal copings at masonry walls may be fabricatedout of aluminum sheet stock material as specified below but shall be furnished in colorto match aluminum panel system.
C.Cladding, flashing, caps, etc. shall be .032 aluminum and custom fabricated frieze,window trim, and main entry sunburst shall be in a coil thickness to prevent“oilcanning”. All components and accessories exposed to view shall be coilcoat,2-coat fluoropolymer Hylar 5000 or Kynar 500 finish. Other flashings not exposed toview can remain uncoated galvanized or stainless steel sheet material.
a. Color: To be selected by Architect/Owner from 56 Standard Colors.
D.Provide materials compatible with adjacent surfaces or provide proper separation toprevent galvanic reactions.
E. Include all required accessories, mounting brackets, miter legs, mating trims,pre-manufactured inside and outside corner transition pieces, fasteners, etc. asrequired for a complete and finished system.
F. Custom fabricated frieze and window trim assemblies, sunburst, flat frieze trim, fascias,and beam trim shall be installed so as to conceal all fasteners.
Division 8: Doors and Windows
1. ALUMINUM STOREFRONT DOORS AND WINDOWS:
A.Doors: Kawneer No. 350 standard medium stile entrance door for ¼” glazing.1-3/4-inch- thick glazed doors with minimum 0.125-inch- thick, extruded tubular rail andstile members, mechanically fastened corners with reinforcing brackets that are deeppenetration and fillet welded or that incorporate concealed tie-rods, snap-onextruded-aluminum glazing stops, and preformed gaskets.
a.Provide all Doors with Bottom Stile to meet Barrier Free Requirements (10”).b. Exterior Doors: Provide compression weather stripping at fixed stops. At other
locations, provide sliding weather stripping retained in adjustable strip mortisedinto door edge.
c. Hardware: Manufacturers standard hardware including pivot hinges,weatherstripping, aluminum threshold, prepared for cylinder lock by others,Architect's Classic one inch round, bent bar push/pull hardware in finish/size to beselected from Standards.
B. Aluminum Framed Storefronts: Exterior Storefront Systems Type 1 to be Kawneer Tri-FabVersa Glaze 451T, 2” x 41/2” nominal, thermally broken, with fabrication for exteriorset1” glass thickness with SSG Vertical (ButtGlazed) Joints.
C.Exterior Storefront Systems Type 2 to be Kawneer TriFab Versa Glaze 451T, 2” x41/2” nominal, thermally broken, with fabrication for centerset 1” glass thickness.
D. Interior Storefront Systems to be TriFab Versa Glaze 450, 13/4” x 41/2” nominal, withfabrication for centerset ¼” glass thickness.
E. Aluminum: ASTM B 209 sheet; ASTM B 221 extrusions.
F. Glazing: Specified in Section 08800 GLAZING.
G.Sealants and Joint Fillers: For joints at perimeter of systems as specified in Division 7Section "Joint Sealants" and as recommended by system manufacturer. Includebacker rod as required.
H. Fasteners and Accessories: Compatible with adjacent materials, corrosion-resistant,nonstaining, and nonbleeding. Use concealed fasteners except for application ofdoor hardware. Include all required accessories including, but not limited to, gaskets,trims, shims, and spacers.
I. Fabrication: Fabricate framing for center set glazing. Provide subframes andreinforcing of types indicated or, if not indicated, as required for a complete system.Factory assemble components to greatest extent possible. Disassemble componentsonly as necessary for shipment and installation.
a.Door Framing: Reinforce to support imposed loads. Factory assemble door andframe units and factory install hardware to greatest extent possible. Reinforcedoor and frame units for hardware indicated. Cut, drill, and tap forfactory-installed hardware before finishing components.
J. Exterior Aluminum Finish: Clear anodic, Architectural Class I: AA-M12C22A41 or Clearanodic, Architectural Class II: AA-M12C22A31 complying with AAMA 611.
K. Interior Aluminum Finish: Clear anodic, Architectural Class I: AA-M12C22A41 or Clearanodic, Architectural Class II: AA-M12C22A31 complying with AAMA 611.
L. Break Metal: Provide aluminum break metal material to match main system whererequired.
2. HOLLOW METAL DOORS AND FRAMES:
A.Install hollow metal doors and frames as specified on the drawings and thespecifications within. Acceptable manufacturers are as follows:
B. Steelcraft.
C.Fenestra doors.
D. Ceco Door Company.
3. EXTERIOR HOLLOW METAL DOOR:
A. Type: flush, 1 ¾” thick, (116) by steelcraft or equal.
B. Material: 16 gage galvanized steel; ASTM a525.
C.Core: polyurethane solid core with R factor of 11.1.
D.Finish: one coat, baked-on rust inhibiting prime paint; ansi a224.1.
E. Size: refer to door and frame schedule.
4. INTERIOR HOLLOW METAL DOOR:
A. Type: flush, 1 ¾” thick, (118) by steelcraft or equal.
B. Material: 18 gage cold-rolled steel; ASTM a366.
C.Core: honeycomb
D.Finish: one coat, bake-on rust inhibiting prime paint; ansi a224.1.
E. Rating: refer to door and frame schedule.
F. Size: refer to door and frame schedule.
5. EXTERIOR HOLLOW METAL DOOR FRAME:
A. Type: flush welded, 2” face, double rabbet, (f144) by steelcraft or equal.
B. Materials: 14 gage galvanized steel; ASTM a525.
C.Anchors: (manufacturer's standard).
D.Finish: one coat, baked-on-rust inhibiting prime paint; ANSI a224.l.
E. Silencers: provide three single rubber silencers for single doors on strike side.
F. Size: refer to door and frame schedule and verify fit in field prior tofabrication.
6. INTERIOR HOLLOW METAL DOOR FRAMES:
A. Type: drywall, welded, 2” face, double rabbet, (dw164) by steelcraft or equal. Flush,welded, 2” face, double rabbet (f164) by steelcraft or equal.
D.Finish: one coat, baked-on rust inhibiting prime paint; ANSI a224.1.
E. Silencers: provide three single rubber silencers for single doors on strike side.
F. Rating: refer to door and frame schedule.
G.Size: refer to door and frame schedule and verify it in field prior to fabrication.
7. FINISH FOR HOLLOW METAL DOORS AND FRAMES:
A.Primer: one coat, baked-on-by door and frame manufacturer.
B. Finish: two coats enamel paint. Submit full range of standard colors for selections byarchitect. Refer to section 09900-painting for field painting of doors and frames.
8. INSTALLATION:
A.Install frames in accordance with sdi-105.
B. Install doors in accordance with door hardware institute (dhi).
C.Coordinate wallboard wall construction for anchor placement.
D. Coordinate installation of finish hardware.
E. Coordinate installation of glass and glazing.
9. HARDWARE:
A.Provide hardware only as scheduled - not all items that follow are utilized.
B. The following items shall be “or Architect approved equal” unless otherwise noted.
C.Hinges: Butt type, Hager or equal, provide the following:
a. Stainless-steel or brass/bronze hinges with stainless-steel pins for exterior.b. Nonremovable hinge pins for exterior and public interior exposure.c. Ball-bearing hinges for doors with closers and entry doors.
D. Cylinder Latchsets: Schlage “AL” series with lever handle latchset “Saturn” Style.
E. Key locks to Owner's Schlage master-key system.
a. Cylinders, cores to be verified.b. Provide thumb-turn cylinders for storefront doors, and other locking doors that do
not require other hardware.c. Provide construction keying.
F. Programmable Lock: Schlage Pro-Series with #06 Lever Handles
G.Standard Closers: Provide the following:
a. Closers to be per LCN or equal, surface/universal mount, with backcheck, perbarrier free requirements.
b. Where possible mount closers on interior side (room side) of door opening. Provideregular-arm, parallel-arm, or top-jamb-mounted closers as necessary.
c. Adjustable delayed opening (accessible to the disabled) feature on closers.
H. Exit Devices: Von Duprin Series 98/99 with concealed vertical rods, breakaway levertrim #994L, and #06 exterior lever handles.
I. Provide miscellaneous door hardware as/if scheduled and as follows:
a. Wall Bump: Hager or equal, 236 series.b. Floor Bump: Rockwood 470 - 471 or equal.c. Thresholds: National Guard Products or equal, barrier-free, aluminum mill finish.d. Weatherstripping/Sweeps: National Guard Products or equal.e. Overhead Stop: Don-Jo #3324 or equal.f. Latch Protector: Rockwood 320 or equal.
J. Provide hardware finishes as follows:
a.Hinges: Matching finish of lockset/latchset.b. Locksets, Latchsets, and Exit Devices: As applicable, US26D or 626 (Satin chrome
plated).c. Closers: Aluminum enamel.d. Other Hardware: Matching finish of lockset/latchset.
10. CYLINDERS, KEY CONTROL, AND KEYING:
A.Cylinders shall be mortise or rim type as required by function of locking device. Providecams or tailpiece as required.
B. Supplier to meet with Owner and General Contractor to finalize project keyingrequirements and obtain keying requirements in writing. Supplier shall include this costin his bid.
a.Provide temporary construction cores during construction period. Providepermanent cores at project completion. Supplier shall include this cost in his bid.
b. Permanent cores shall be per owner requirements, in sets or subsets, master keyedor great grand master keyed as directed by Owner. Permanent keys andcylinders shall be marked with the applicable blind code for identification.Permanent keys will be stamped “Patented”.
c. Equip locks and cylinders with paten protected full size cylinders with nickel silverblocking pin to check for patented feature on keys. Provide a minimum of six pins.Cylinders must allow for multiplex master keying, combinated to Owner'sinstructions.
d.Upon completion of keying/coring, deliver final keys to Owner including keycabinet if requested.
11. PROTECTION:
A.Protect all hollow metal work in place against damage of any kind. Damagedmaterial shall be replaced at no additional cost to the owner:
12. WOOD DOORS:
A.Provide and install doors as indicated on drawings.
B. Provide interior doors: 13/4” inches thick; solid wood construction as indicated ondrawings.
C.Install and trim doors in accordance with manufacturer's instructions.
D. Where required by code, glazing shall comply with safety/tempering guidelines.
13. WINDOWS AND DOOR ROUGH OPENINGS:
A. All swing door ro. To be 2 inches wider.
B. Confirm rough heights for typical doors and windows with finish flooring material.
C. Provide minimum 3/4 inch clearance over windows and doors to header.
D. Install white aluminum z-flashing above all exterior openings, windows, door, etc.
E.
14. DOOR HARDWARE:
A.See attached plans hardware specifications.
15. INTERIOR DOORS FINISHES:
A.Interior doors are to be as specified in the construction documents. All doors to bepaint grade. See attached drawings.
16. WINDOWS:B. All customs cabinet work and counters to be tongued and grooved, glued and
screwed together on the bench, put together with as few nails as possible, andbrought to the building, ready to set in place
Division 9: Finishes
1. GYPSUM BOARD SYSTEMS:
A.Provide and install gypsum board, accessories and taped and sanded joint treatmentwhere indicated on drawings.
B. The application of any finish material shall indicate subcontractor's acceptance of thesubsurface conditions and sub will be held responsible for any defects after materialapplication.
C.Scarify, grind or etch subsurface to remove irregularities due to previous finishapplication.
D. Subcontractor shall notify the G.C. in writing, with copy issued to architect, if anyconditions exist that will be detrimental to proper finish material installation.
E. The G.C. is responsible for final cleanup of all areas affected by construction. Thisincludes before finishes (painters, carpet, etc.,) and after finishes. All waste materialsto be disposed of in proper receptacles removed from site and legally disposed of.
2. ACCEPTABLE MANUFACTURERS-GYPSUM BOARD SYSTEM:
A.United States Gypsum Corporation.
B. Other acceptable manufacturers offering equivalent products:
National gypsum (goldbond).Celotex CorporationFlintkote CompanyGeorgia-Pacific Corporation
3. GYPSUM BOARD MATERIALS:
A.Standard gypsum board: ansi/ASTM c36; 5/8” inch thick, maximum permissible length;ends square cut, tapered edges.
B. Fire rated gypsum board: ansi/ASTM c36; fire resistive type, UL rated; 5/8” inch thick,maximum permissible length; ends square cut, tapered edges. Type C at ceilings
4. CUTTING, FITTING AND TRIMMING:
A.Accurately measure and precut gypsum wallboard units prior to installation. Maintainclose tolerances for accurate fit. Cut edges smooth as required for neat andaccurate fit.
B. Locate joints as recommended by manufacturer and as dictated by good practice toavoid cracking.
5. GYPSUM BOARD INSTALLATION:
A.Provide 5/8" board on walls and 5/8" board on ceilings. Glue and screw ceilings. Glueand nail wails, perimeter of board only, and allowing interior to "float" on balls of glue.Use cement board in wet areas.
B. Install gypsum board in accordance with ga 201 and ga 216, and manufacturer'sinstructions.
C.Install gypsum wallboard board with face side out. Do not install imperfect ordamaged wallboards boards, or if damp or wet. Butt boards together for a lightcontact at edges or ends with not more than 1/16” open space between boards. Donot force into place.
D.Locate edges or end joints vertically over supports, except where intermediatesupports or gypsum board back blocking is provided behind end joints. Positionboards so that that tapered edge joints abut and mill-cut or field-cut end joints abut.Do not, place tapered edge joints against cut edges or ends. Stager vertical jointsover different studs on opposite sides of partitions/walls.
E. Provide additional framing and blocking as required to support gypsum wallboard atopenings and cutouts, and to support built-in anchorage and attachment devices forother work.
F. Use recommended screws when fastening gypsum board to metal furring of framing.
G.Erect single layer fire rated gypsum board with edges and ends occurring over firmbearing and as required by ul for design number indicated or required.
H. Where steel columns and beams are shown to be enclosed with fire-rated wallboardconstruction, provide free-standing vertical steel stud furring as required to supportgypsum wallboard with not less than ½” clearance between steel and furring or steeland wallboard.
I. Place control joints consistent with lines of building spaces as indicated.
J. Place corner beads at external corners as indicated. Use longest practical length.Place edge trim where gypsum board abuts dissimilar materials as indicated.
K. Where penetrations occur in fire rated walls, pack solid the joint around suchpenetrations with fire rated insulation as recommended by the manufacturer andapproved by UL.
L. After installation of wallboard but prior to joint treatment, check for loose fastenersand, if detected, drive tight. Where paper face is torn or punctured, install anotherfastener approximately 11/2” away and remove faulty fastener.
6. JOINT TREATMENT:
A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surfaceready to receive finishes.
B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch.
C.Taping, filling, and sanding is not required at surfaces behind adhesive appliedceramic.
7. TILE:
A.All tile shall be from one manufacturer and from same production run.
B. Grout shall be from one manufacturer of uniform quality and color.
C.Ceramic tile and quarry tile shall be as selected by owner.
D. Ceramic, porcelain, and quarry tile shall be installed by a qualified contractor. Slopeall floors to floor drains as required. In areas of existing construction, grind the concreteslab down as required in order to achieve pitch to the floor drain.
E. Extend tile work into recesses and under or behind equipment and fixtures to form acomplete covering without interruptions, unless otherwise indicated. Terminate workneatly at obstructions, edges, and corners without disrupting pattern or jointalignments.
F. Accurately form intersections and returns. Perform cutting and drilling of tile withoutmarring visible surfaces. Carefully grind cut edges of tile abutting rim, finish, or built-initems for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures andother penetrations so plates, collars, or covers overlap tile.
G.Jointing pattern: lay tile in grid pattern, unless otherwise indicated. Align joints whenadjoining tiles on floor, base, walls and trim are the same size. Lay out tile work andcenter tile fields in both directions in each space or on each wall area. Adjust tominimize tile cutting. Provide uniform joint widths, unless otherwise indicated.
H. For tile mounted in sheets, make joints between tile sheets same width as joints withintile sheets so joints between sheets are not apparent in finished work.
8. SUSPENDED CEILING: N/A
9. VINYL WALL BASE:
A.Resilient wall base to be as specified in the Drawings. Install per manufacturer'sinstructions.
B. Comply with manufacturer's installation specifications for preparing substrates andinstalling products specified in this section using methods indicated according tomanufacturer's installation directions.
C.Apply resilient wall base to walls, columns, pilasters, casework and other permanentfixtures in rooms or areas where base is required. Install wall base in lengths as long aspracticable. Tightly adhere wall base to substrate throughout length of each piece,with base in continuous contact at horizontal and vertical substrates.
D. On masonry surfaces or other similar irregular substrates, fill voids along top edge ofresilient wall base with manufacturer's recommended adhesive filler material.
E. Install inside and exterior corners before installing straight pieces.
F. Place resilient accessories so they are tightly butted to adjacent materials of typeindicated and bond to substrates with adhesive. Install reducer strips at edges offlooring which would otherwise be exposed.
10. PAINTING AND FINISHING:
A.Work of this section shall include all preparation, painting and finishing of interior andexterior finishes in accordance with the room and finish schedule on drawings andrequirements of this section as required to decorate the building completely unlessnoted or scheduled otherwise.
B. All colors shall be as indicated on the plans.
11. ENVIRONMENTAL REQUIREMENTS:
A.Provide continuous ventilation and heating facilities to maintain surface and ambienttemperatures above 45 degrees f for 24 hours before, during, and 48 hours afterapplication of finishes, unless required otherwise by manufacturer's instructions.
B. Do not apply exterior coatings during rain or snow, or when relative humidity is above50 percent, unless required otherwise by manufacturer's instructions.
C.Minimum application temperatures for latex paints: 45 degrees f for interiors; 50degrees f or exterior; unless required otherwise by manufacturer's instructions.
D. Minimum application temperature for varnish and stain finishes: 65 degrees f forinterior or exterior, unless required otherwise by manufacturer's instructions.
E. Correct minor defects and clean surfaces which affect work of this section.
F. Shellac and seal marks which may bleed through surface finishes.
G.Gypsum board and surfaces: latex fill minor defects. Spot prime defects after repair.
H. Galvanized surfaces: remove surface contamination and oils and wash with solvent.Apply coat of etching primer.
I. Interior wood items scheduled to receive opaque finish: wipe off dust and grit prior topriming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes andcracks after primer has dried; sand between coats.
J. nails as possible, and brought to the building, ready to set in place
Division 10: Specialties
1. METAL TOILET COMPARTMENTS:
A. Toilet rooms and barrier free toilet rooms where indicated on drawings or as required.
2. FLOOR MATS AND FRAMES:
A.Floor mat and frame shall be as Manufactured by Reese Enterprises, Inc., Rosemount,MN, or equal.
B. Floor Mat: “Perfec Mat”, rubber hinge, anodized aluminum rails, with carpet inserts.
a. Carpet Inserts Color: To be selected by Architect from 13 standards.b. Aluminum Rails Finish: To be selected by Architect from standards.c. Size: To fit in specified frame size. 3'0” w. x 4'0” l.
C.Mat Frame: No. 548, extruded-aluminum multi-purpose surface mounted frame; sizeand style to fit floor mat.
a.Frame Size (Main Vestibule): 48” w. x 72” l.b. Frame Color: To be selected from seven (7) by Architect.
D. Accessories: Provide vinyl spacers as/if required to accommodate gaps between matand frame, maximum 2 inches in either direction.
Division 15: Mechanical
1. All workmanship and materials shall comply with current standards and specificationsor current local code and the current Michigan mechanical code.
2. Refer to Mechanical drawings for all other specifications pertaining to this project.
3. All workmanship and materials shall comply with current standards and specificationsor current local code and the current Michigan plumbing code.
4. Refer to Plumbing drawings for all other specifications pertaining to this project.
End section
Divisions 16: Electrical
1. All workmanship and materials shall comply with current standards and specificationsof current local code and the current Michigan electrical code. Contractor shallsecure all necessary permits and inspections.
2. Refer to Electrical drawings for all other specifications pertaining to this project.
End section
A.006
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
ArchitecturalSpecifications
None
Designed By,Drawn By and Built By: Chris Warwick
C
E
4
A
21 6
D
3
B
3.4 4.7 5.3
F
B.5
53.6
1 2 3 4 5 6 7 8
7 8
3.3
5.7
C.3
B.7
C.6
C.8
Women'sB.F. Toilet111
Vestibule100
75'-0"
Service Area105
Viewing Area104
Office103
Office101
Storage102
Mech.118
Women'sB.F. Toilet113
Shower Area115
Men'sB.F. Toilet110
Women'sB.F. Toilet109
Retail106
Hair Dry108
24'-1
0"7'
-0"
5'-10"
4'-8"
8'-1
1/4
"
5'-0" 9'-2 1/4"
7'-0"
7'-6
"
7'-0"
12'-5 1/4"
7'-8
"
11'-1 3/4"
19'-4 3/4" 33'-0 1/2" 17'-9"
A.201 6
5
8
7
A.200 2
1
4
3
A.500
1
4
7
32
1
26
6'-0
"
33
6
5
3
2
14
15 1617
1819
7 8 910
28
24
23
29
2526
20
21 22
1
31
11 1213
23
4
6
9
13
15
40
CL
3322
25
31
31
31
Pool114
A.400
3
15
25
5
14
20
37
21
15
A.501
4
28
8
30
11
23
23
12
15'-9
"
8 1/2" 11'-0 1/2" 7'-5 1/4" 14'-0 1/2"10 1/4"
4'-0
"3'
-8 1
/4"
3'-9"
15
15
18
30
2'-5 3/4" 2'-5 3/4"
27
15'-0" 15'-0"
A.300
1
A.300
2
A.300
3
27
39
A.203
13
14
6'-4 1/4"
FE
FE
FE
FE
FE
29
41
A.202 10
9
11
12
15 15
12
FE
42
4311 1/2"11 1/2"
11'-5
1/4
"10
'-6 1
/4"
8'-4
1/2
"25
'-2"
6'-1 1/2"
9'-1
"
32'-2
1/4
"
3'-3 1/4" 9'-7 1/4"
Men'sB.F. Toilet112
WetStorage116
2
32
4
Staff Area117
27
4
15 15
Changing Area107
1 28
5'-6 1/4"5'-0"
16
6'-0
"
12'-6"
10 1
/2"
44
A.502
5
5'-8
"
6'-0"
NOTE:
3810
ALL FLOOR SLABS ARE TO BE DESIGNED PERSTRUCTURAL PLANS. GRIND AND PREP ALL NEWCONCRETE SLABS TO ACCEPT FLOOR SEALER. INTHE WET AREA. BROOM FINISH ALL FLOORS WITHAPPLIED SEALER. SEE ROOM FINISH SCHEDULEFOR SPECIFIC FINISHES. ALL FLOORS SLOPES TODRAINS IN THE BATHER PREP AREAS, MECH. RM.,TOILET RMS., POOL DECK SHALL HAVE A MIN.SLOPE OF 1:48, MAX 1:24 POOL DECK & INTERIORFLOOR FINISH SLOPE FLOOR DRAINS SHALL BE 1:48[ OR AS REQ'D BY INTERNATIONAL PLUMBINGCODE, 2015 EDITION, with DENVER AMENDMENTS(2016) ]. REFER TO POOL CONSULTANT DRAWINGS FORALL POOL DETAIL & INFO. USE EXCAVATEDEARTH/SPOILS AS FILL AS REQ'D FOR POOL ANDSLABS. ACOUSTICAL PANELS (FINAL QUALITY BYOWNER) TO BE HUNG JUST BELOW ROOF DECK.
CL
A.400
2
Keyed Floor Plan Notes:1. ROLL IN SHOWER TO COMPLY W/ 2003 ICC / ANSI A-117.1 SPEC'S. SLOPE FLOOR TO DRAIN -
REFER TO DETAILS W/ SHEET(S) A.500
2. STEEL COLUMN BOX-OUT - 5/8" GYPSUM BOARD PANELS ON 3-5/8" (25 GAUGE) STEEL STUDS @ COLUMN CORNERS. JOINTSFINISHED. PROVIDE MOLD TOUGH BOARD, VAPOR BARRIER & BATT INSULATION ON POOL SIDE (TYP.) WRAP COLUMNWITH VAPOR BARRIER.
3. ELECTRICAL PANELS - REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR ALL ELECTRICAL INFORMATION(PANELS, TRANSFORMER, ETC.)
4. ALUMINUM STOREFRONT DOOR & GLAZING SYSTEM W/ 3/8" TEMPERED CLEAR GLASS IN CLEAR ANODIZED ALUM. SASH(VERIFY EXACT DIMENSION IN FIELD W/ STEEL COLUMNS) - REFER TO GENERAL FLOOR PLAN NOTES FOR ADDITIONAL INFO.
5. 4' x 8' PLYWOOD BACKBOARD AS REQUIRED FOR PHONE / DATA SYSTEMS
6. (2) WALL MTD. "SUITMATE - 115V / 60 Hz" SWIMSUIT WATER EXTRACTOR W/ WALL DRAIN - REFER TO PLUMBING DRAWINGSFOR ADDITIONAL INFO. - MOUNT THE TOP OF THE UNIT 42" A.F.F.
7. 6'-0" TILE WAINSCOT @ SHOWER WALLS, USE 5/8" CEMENT BOARD BACKER AT ALL TILE LOCATIONS - CONFIRMLENGTH OF RETURNS AT ENDS WITH OWNER
8. S.S. SHOWERS @ 24" O.C. W/ ADA PUSH BUTTON CONTROLS @ EA. SHOWER HEAD TO BE LOCATED 7'-0" A.F.F.(REFER TO MEP DOCUMENTS)
9. HAIR DRYER STATION AS DETAILED BY O.S.R. (ONE SOURCE RETAIL) - G.C. TO VERIFY EXACT SPEC'S NEEDED PRIOR TOWORK. EXACT LOCATION TO BE VERIFIED BY OWNER - G.C. TO PROVIDE & INSTALL UNISTRUT @ CEILING LEVEL TO SUPPORTDECORATIVE ROOF SYSTEM. VERIFY REQUIREMENTS WITH O.S.R. PROVIDED SHOP DRAWINGS
10. 14'-0" (VERIFY) TALL FAUX PALM TREE - PROVIDE VERT. 2"x15'-0" SCH. 40 PIPE SUPPORT (10'-0" ABOVE FIN. FLR.) W/THREADED END AS REQ'D - INSTALL PER MANUF. SPECS - VERIFY FINAL LOCATION PRIOR TO POURING NEW CONC. FLOOR
11. WALL MOUNTED PORTABLE EMERGENCY EYE WASH - VERIFY FINAL LOCATION WITH MEP DOCUMENTS
12. POOL EQUIPMENT SHOWN FOR REFERENCE ONLY. REFER TO POOL DRAWINGS FOR MORE INFORMATION
13. ALIGN THE SHOWER BENCH, SHOWER TRENCH FLOOR DRAIN, AND SHOWER HEADS. FINAL LOCATION TO BECOORDINATED IN FIELD.
14. 30" X 42" WHEELCHAIR SPACE & COMPANION SEAT
15. CORIAN WINDOW SILL
X
16. DUAL UNIT DRINKING FOUNTAIN UNIT (ONE STANDARD, ONE ADA COMPLIANT) - REFER TOMOUNTING HEIGHTS SCHEDULE. DASHED LINE INDICATES 30" X 42" CLEAR WHEELCHAIR SPACE.
17. 1X WOOD SILL WITH EASED EDGE.
18. OWNER SUPPLIED STORAGE RACKS
19. O.S.R. SUPPLIED CUBBIES AS SHOWN ON INTERIOR ELEVATION SHEETS - REFER TO SHEETS A.204-A.205FOR MORE INFORMATION
20. O.S.R. SUPPLIED AQUARIUM SURROUND - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FOR MOREINFORMATION
21. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS AS PROVIDED BYO.S.R. FOR MORE INFORMATION
22. O.S.R. SUPPLIED SERVICE COUNTER & BACK COUNTER - SEE SHOP DRAWINGS AS PROVIDED BYO.S.R. FOR MORE INFORMATION. SERVICE COUNTER IS TO COMPLY WITH ANSI A.117.1 WITH AMAXIMUM OF 34" COUNTER HEIGHT
23. NEW 2" TALL CONC. HOUSE KEEPING PAD FOR POOL EQUIPMENT. COORDINATE FINAL SIZE IN FIELDWITH POOL EQUIPMENT
24. PROVIDE FRP WALL COVERING ON 5/8" F.R.T. PLYWOOD FROM FINISHED FLOOR TO 4'-0" A.F.F ONALL FRAMED WALLS WITHIN THE MECHANICAL ROOM.
25. LINE OF OWNER SUPPLIED BACKSTROKE SWIMMING FLAGS (ABOVE) STRUNG FROM WALL TO WALL -PROVIDE METAL EYE-HOOK SCREW @ 10' A.F.F. (CONFIRM W/ OWNER) FOR EACH END OF FLAGLINE. G.C. TO PROVIDE IN-WALL SOLID BLOCKING FOR PROPER SCREW ATTACHMENT
26. RETURN AIR GRILL (SEE MECHANICAL SHEETS) - VERIFY EXACT SIZE REQ'S W/ MECH. DOC'S - ADJUSTACCORDINGLY (DO NOT PAINT - PRE-FINISHED WHITE)
27. NON-SLIP CONCRETE FLOOR FINISH @ POOL AREA. ENSURE MIN. 1" PER 10' SLOPE TO NEAREST DRAIN(MAX. 15'-0" RUN). G.C. TO POUR BACK 4" CONCRETE SLAB-ON-GRADE WITH 6X6-W1.4XW1.4 W.W.F.AT MID-DEPTH SET ON 6 MIL. VAPOR BARRIER ON 4" COMPACTED GRANULAR FILL WHERE REMOVEDFROM POOL SIDE. AT POOL DECK, SLOPE SLAB TO FLOOR DRAINS. REFER TO FINISH SCHEDULE FORMIX ADDITIVES, ETC. COORDINATE FINAL COLOR WITH OWNER FOR APPROVAL
28. ROLL-IN SHOWER WALLS TO BE 6'-0" A.F.F. TALL, 3 5/8" METAL STUDS @ 16" O.C.
29. NEW ROUND 42" DIA. CLEAR TEMP. GLASS WOOD WINDOW. "JELD-WEN - SITELINE SERIES[EW42FRDS]" OR APPROVED EQUAL. GLAZING CONTRACTOR TO SUBMIT SHOP DRAWINGS TOARCHITECT FOR FINAL APPROVAL PRIOR TO FINAL ORDER. ADD 1x TRIM TO BOTH SIDES OFWINDOW.
30. SERVICE MOP SINK - REFER TO PLUMBING DRAWINGS
31. DASHED LINE INDICATES EDGE OF HUT ROOF (ABOVE)
32. CORIAN SOAP LEDGE - REFER TO SECTION (6/A.500)
33. SINK - PROVIDE PLUMBING AS INDICATED IN PLUMBING DOCUMENTS. SAW-CUT EXIST. SLAB AS REQ'DFOR NEW PLUMBING LINES.
34. STEEL COLUMN BOX-OUT - 5/8" GYPSUM BOARD PANELS ON (25 GAUGE) STEEL STUDS. JOINTSFINISHED. PROVIDE MOLD TOUGH BOARD, VAPOR BARRIER & BATT INSULATION ON POOL SIDE (TYP.)WRAP COLUMN WITH VAPOR BARRIER.
35. LOCATION OF EMERGENCY POWER-OFF (EPO) FOR POOL EQUIPMENT AND TELEPHONE OUTLET.REFER TO E.201 FOR MORE INFORMATION.
40. RETAIL SLAT WALL. PROVIDE 1/2" PLYWOOD BACKER AS REQUIRED FOR ATTACHMENT OF SLAT WALL.PROVIDE ALUMINUM
41. LOCATION OF RUBBERMAID METAL SHELVING AND HOOKS FOR STORAGE OF POOL TOYS,EQUIPMENT, AND SAFETY DEVICES, T.B.D.
42. ACID ROOM WALLS TO BE 8'-0" HIGH WITH PLYWOOD DECK, SEALED
43. LOCATION OF EMERGENCY TELEPHONE OUTLET. PHONE TO DIAL DIRECTLY TO 911. REFER TO E.203FOR MORE INFORMATION.
44. HOLE FOR ADA POOL LIFT TBD ON SITE
1. GLAZING CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'SREVIEW BEFORE PURCHASING
2. ALL MECHANICAL ROOMS CONTAINING CONTROLS FOR AIR CONDITIONSYSTEM, SPRINKLER RISERS, AND VALVES, OR OTHER FIRE DETECTION,SUPPRESSION OR CONTROL ELEMENTS SHALL BE PROVIDED WITH APPROVEDSIGNAGE IDENTIFYING THE ROOMS FOR USE BY THE FIRE DEPT.
3. ALL ENTRANCE AND EXIT DOORS WILL HAVE BARRIER FREE ACCESSIBILITY
4. ALL INTERIOR FINISHES IN EXIT ACCESS CORRIDORS, OTHER EXIT WAYS,ROOMS, AND ENCLOSED SPACES IN USE GROUPS "A-3", "A-4", "B" AND "S"ARE REQUIRED TO HAVE AT LEAST A CLASS C: FLAME SPREAD 76-200; SMOKEDEVELOPED 0-450; RATING AS LISTED IN THE BUILDING CODE AS LISTED ONSHEET G.001
5. SEATING, TABLES AND COUNTERS ARE TO COMPLY WITH ALL APPLICABLECODES AS LISTED ON SHEET G.003.
6. ALL SAFETY GLAZING MUST COMPLY WITH SECTION 2406.2 - HUMAN IMPACTLOADS. PROVIDE LABEL AND/OR IDENTIFICATION ON GLASS AS REQUIRED
7. PROVIDE A DIRECT DIALED, HARD WIRED PHONE THAT IS FULLYOPERATIONAL WITHIN THE POOL AREA PER SECTION 69.1-2-22C. THE PHONESHALL BE IMMEDIATELY ACCESSIBLE FROM THE POOL DECK AND BELOCATED SO THAT A CLEAR, UNOBSTRUCTED VIEW OF THE POOL ISPROVIDED - FINAL LOCATION T.B.D.
8. PROVIDE WALL MOUNTED PRE-FAB FOLD DOWN CHANGING SURFACE - TYP.@ EACH TOILET ROOM. PROVIDE IN WALL BLOCKING FOR ATTACHMENT ASREQUIRED PER MANUFACTURE SPECIFICATIONS
9. F.E. DENOTES FIRE EXTINGUISHER LOCATIONS @ MAX SPACING OF 75'APART PER CODE. EXACT LOCATION TO BE AT THE DIRECTION OF THE FIREMARSHAL - PROVIDE SEMI-RECESSED METAL CABINET BOX (PRE-FINISHEDWHITE) W/ CLEAR ACRYLIC VERTICAL (NARROW) PANEL & SQUARE TRIM -SIM. OR APPROVED EQUAL TO JL INDUSTRIES COSMOPOLITAN - VERIFY ALLLOCATIONS W/ FIRE MARSHALL PRIOR TO INSTALLATION
10. STOREFRONT WINDOW SYSTEM (TYP.)- 2" X 4-1/2" CLEAR ANODIZED, THERMALLY BROKEN FRAMES - 1" INSULATED,LOW-E GLAZING- RAMCO "RTF" SERIES OR KAWNEER TRI-FAB 451 SERIES, CENTER GLAZING- COLOR TO MATCH EXISTING.
General Floor Plan Notes:11. VAPOR RETARDER
SEE SHEET A.101 & A.004 FOR DETAILS
12. PROVIDE SOLID BLOCKING IN WALL AS REQUIRED FOR ALL WALL MOUNTEDACCESSORIES
13. ALL HAZARDOUS MATERIALS SHALL NOT EXCEED ALLOWABLE QUANTITIESLISTED IN IBC TABLE 307.1(1)
14. PROVIDE 5/8" GYP. BRD. (MOLD TOUGH TYPE "X" @ WET AREAS) ON 3-5/8"(20 GA.) METAL FURRING @ 16" O.C. IF KRAFT FACED INSULATION ISSPECIFIED, PROVIDE NON-FACED BATT INSULATION @ ALL AREAS WHEREHEAVY DUTY VAPOR RETARDER IS PRESENT).
15. DOOR FRAMES ARE LOCATED 4" FROM THE PERPENDICULAR WALL ON THEHINGE SIDE OF THE DOOR UNLESS NOTED OTHERWISE.
17. VERIFY DIMENSIONS BEFORE COMMENCING WORK. REPORT ANYDISCREPANCIES TO THE ARCHITECT.
18. ALL RATED WALLS ARE TO EXTEND TO DECK WITH SLIP TRACKS AND TO BESEALED TIGHT TO DECK WITH ACOUSTICAL SEALANT. DECK FLUTES/VOIDS ATTOP OF WALL TO BE FILLED WITH MINERAL WOOL FIBER METAL DECK FLUTEFILLER.
19. DOOR FRAMES ARE LOCATED 4" FROM THE PERPENDICULAR WALL ON THEHINGE SIDE OF THE DOOR UNLESS NOTED OTHERWISE.
20. PATCH AND REPAIR ALL EXISTING EXTERIOR CMU MASONRY WALLS TOREMAIN AT ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICALDEMOLITION. MATCH EXISTING ADJACENT SURFACES AND COURSING.PREP NEW CMU AND PATCHES PRIOR TO PAINTING. HOLES OR DAMAGE TOCMU LESS THAN 2" IN DIAMETER MAY BE PATCHED WITH CMU PATCHINGMORTAR EQUAL TO SIKAREPAIR SHB OR SIKA TOP 123 PLUS BY SIKA. WHEREHOLES OR DAMAGE ARE LARGER THAN 2" IN DIAMETER THE CMU SHALL BEREMOVED AND REPLACED.
21. AT NEW MASONRY WALL AND PATCH LOCATIONS, INFILL MASONRY TOMATCH ADJACENT EXISTING MASONRY CONSTRUCTION, COLOR, TEXTURE,AND COURSING - TYP. EXISTING LINTEL TO REMAIN FOR FUTURE USE.
22. ALL DRYWALL SHOULD BE CUT TO FIT DECK / MUD AND TAPE / SAND TOFINISH - PAINTED MINERAL WOOL INSERTS ARE NOT ACCEPTABLE ANYWHERE
*SEE SHEET A.004 FOR ALL WALL TYPES1. PROVIDE A 'LEVEL IV FINISH AT ALL GYP. BOARD SURFACES.REFER TO CHAPTER 5 OF 'USG GYPSUM CONSTRUCTIONHANDBOOK' FOR FINISH DEFINITIONS.
2. PROVIDE 'USG - MOLD TOUGH' OR EQ. @ ALL WET LOCATIONS- SINK, W.C., ETC.
3. PROVIDE 'USG - MOLD TOUGH' OR EQ. @ ALL HUMIDLOCATIONS - POOL, SHOWERS, TOILET #114, MECHANICALROOM & STAFF AREA U.N.O.
4. PROVIDE CONTROL JOINTS / EXPANSION JOINTS IN GYPSUMCEILING & WALLS AT 30' O.C. USE USG 093 CONTROL JOINT,INSTALL PER MANUFACTURER SPECIFICATIONS.
Wall Legend
A.100
Floor Plan
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
As Noted
Floor Plan3/16" = 1'-0"
AutoCAD SHX Text
CW01/09/2014
AutoCAD SHX Text
CW
AutoCAD SHX Text
CW01/09/2014
AutoCAD SHX Text
CW
Staff Area117
Men'sB.F. Toilet112
Designed By,Drawn By and Built By: Chris Warwick
C
E
4
A
21 6
D
3
B
3.4 4.7 5.3
F
B.5
53.6
1 2 3 4 5 6 7 8
7 8
3.3
5.7
C.3
B.7
C.6
C.8
Vestibule100 Service Area
105
Women'sB.F. Toilet113
Viewing Area104
Office101
Storage102
WetStorage116
Mech.115
Shower Area115
Women'sB.F. Toilet111
Men'sB.F. Toilet110
Women'sB.F. Toilet109
Changing Area107
Pool114
GYP. BRD. CEILING@12'-0" A.F.F.
GYP. BRD. CEILING@12'-0" A.F.F.
GYP. BRD. CEILING@8'-0" A.F.F.
GYP. BRD. CEILING@8'-0" A.F.F.
GYP. BRD. CEILING@8'-0" A.F.F.
Hair Dry108
A
A
A
A
B
C
B
BB
B
B B
C
B
'H16'
(9'-1"
AFF)
'H12'
(10'-0"
AFF)
'H20'
(8'-8"
AFF)
'X1'
'RA'
'EM'
'EM'
'EM1'
'K'
'A'
'F'
'EM'
'G'
NL
(A-13)
'EM'
'X1'
'EM'
'RA'
'EM'
'E''E''E''E'
'E'
'E'
'E'
'E''E' 'E'
'E'
'E'
'E'
'E'
'M'
'M'
'A' 'A' 'A'
'A'
'A'
'A'
'A' 'A'
'A'
'A'
'A'
'A'
'M''M'
'F'
'A'
'E'
'N'
'E'
'E'
'E'
'B'
'B'
'B'
'B'
'B''B''B'
'B'
'B'
NL
(A-13)
'EM'
'EM''EM'
NL
(A-13)
'N'
'N''N'
'N'
'N'
'N'
NL
(A-13)
NL
(A-13)
DU-1
'X'
'EM'
'RA'
'EM'
'EM'
'X'
'EM'
'X'
'RA'
'EM1'
'EM1'
'EM1'
'EM1'
'D2'
'EM'
'K'
'EM'
'J'
'J'
'N'
'N'
'H12'
(10'-0"
AFF)
'H16'
(10'-4"
AFF)
'H16'
(8'-7"
AFF)
'H20'
(9'-2"
AFF)
'B'
NL
(A-13)
'B'
'E' 'E'
'E'
'E'
'E'
'E'
'J'
'J'
'N'
'J'
'EM1'
'J'
'J'
'J'
4
4
5
GYP. BRD. CEILING@8'-0" A.F.F.
Office103
1. ALL DIMENSIONAL LOCATIONS OF DEVICES SHALL BE TO THE CENTERLINE OF THE DEVICE UNLESSOTHERWISE NOTED
2. EXPOSED DUCTWORK, CONDUIT, ETC. SHALL BE PAINTED (U.N.O.) DO NOT PAINT LIGHT FIXTURES(U.N.O.). REFER TO FINISH SCHEDULE FOR COLOR / FINISHES
3. PROVIDE CONDUIT IN FLOOR FOR FIRE STROBES AND LIGHTING IN CHANGING HUTS - SEE MEPDRAWINGS BY OTHERS
4. FOR ALL LIGHTING DESIGNATIONS, SEE ELECTRICAL SHEETS FOR MORE INFORMATION
5. SEE LIGHTING PLAN ON SHEET E.101 FOR EXIT / EMERGENCY LIGHTS AND NIGHT LIGHTS
6. G.C. IS TO INCLUDE ALL UNISTRUT, THREADED ROD, CLAMPS, AND OTHER MISC. ITEMS REQUIRED TOSUSPEND ALL CEILING MOUNTED ITEMS
7. CLEAN, SCRAPE, PREP. AND PAINT CEILING DECK AND JOISTS AS REQ'D AT EXPOSED CEILING AREAS
8. AT EXPOSED CEILING AREAS, RUN ALL NEW WIRING, CONDUIT, AND MECHANICAL DUCT WORK IN ANEAT AND CLEAN MANNER
General Ceiling Plan Notes:1. RECESSED RETAIL SLAT WALL. SEE ELEVATION DETAILS FOR FURTHER INFORMATION. PROVIDE
GYPSUM BOARD CEILING WITHIN RECESSED PORTION
2. LINE OF ROOF OVERHANG ABOVE
3. LINE OF HAIR DRYER STATION THATCH ROOF - SEE DETAILS AS SUPPLIED BY OSR
4. WALL MOUNTED LIGHT FIXTURE CENTERED WITHIN INTERIOR SPACE - TYP. @ CHANGING HUTS
6. MECHANICAL DUCT OR EQUIPMENT, LOCATIONS ARE NOT EXACT FOR REFERENCE ONLY - REFER TOMECHANICAL DRAWINGS FOR EXACT LAYOUT AND DIMENSIONS
7. LIGHT TO BE MOUNTED TO UNDERSIDE OF O.S.R. PROVIDED HAIR DRYER STATION ROOF CANOPY -PROVIDE CONDUIT AS REQUIRED - COORDINATE EXACT LOCATION AND MOUNTING W/ ROOFCANOPY IN FIELD
8. WALL MOUNTED LIGHT FIXTURE - CENTER OVER WATER CLOSET.
Keyed Ceiling Plan Notes: XCeiling Symbols LegendSYMBOL DESCRIPTION
INDICATES WALL TO RECEIVE FACED BATT INSULATION TO ACT ASVAPOR BARRIER @ EXTERIOR, PRODUCT TO ADHERE TO FLAMESPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPED RATINGOF 450 OR LESS IN NEW WALLS ONLY.
A.101
Firewall, VaporRetarder & WallTypes Plan
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
NOTE: INSTALL VCT BASE AROUND ALL MILLMORK,RECEPTION DESK(S) AND BACK COUNTER, HAIR DRYERSTATION BASE, CUBBIES, BABY CHANGING STATION, ANDSTAFF ROOM CABINET BASE, AND OTHER OSR SUPPLIEDITEMS AS NEEDED.
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
2. DASHED LINE REPRESENTS APPROXIMATE LOCATION OF SWIMMING POOL. SEE SHOPDRAWINGS PROVIDED BY POOL DESIGNER FOR MORE INFORMATION
3. NEW ROUND 42"Ø CLEAR TEMP. GLASS WOOD WINDOW, 'JELDWEN SITELINE SERIES'"EW42FRDS" OR APPROVED EQUAL. GLAZING CONTRACTOR TO SUBMIT SHOP DRAWINGS TOARCHITECT FOR FINAL APPROVAL PRIOR TO FINAL ORDER. PROVIDE ONE-WAY MIRRORGLAZING
8. RECESSED RETAIL SLAT WALL SYSTEM "MARLITE - SLATWALL" WITH PAINTED FINISH (T.B.D.) TO BEINSTALLED OVER TOP OF GYPSUM BOARD - INSTALL PER MANUFACTURE'S SPECIFICATIONS.PROVIDE PRE-FIN. ALUM. EDGE TRIM
9. (1) STRUCTURAL HEADER - REFER STRUCTURAL SHEETS FOR FURTHER INFO. PROVIDE 2X_ 'FRT'(CLEAR) WD. BLOCKING AS REQUIRED
10. 3/8" CLEAR TEMP. GLASS IN CLEAR ANODIZED ALUMINUM FRAMES - CAULK ALL AROUNDBOTH SIDES (TYP.)
11. PROVIDE 'FRT' WOOD BLOCKING AS REQUIRED
12. CLEAR ANOD. ALUM. & CLEAR 1" INSULATED TEMP. GLASS DOOR & GLAZING - CAULK ALLAROUND BOTH SIDES (TYP.)
13. HALF-ROUND BAMBOO ANCHORED TO WALL BEYOND. BAMBOO IS TO BE DESIGNED &SUPPLIED BY ONE SOURCE RETAIL & INSTALLED BY G.C. - PROVIDE WD. BLOCKING @ 24" O.C.VERT. AS REQ'D
14. O.S.R. SUPPLIED SERVICE COUNTER & BACK COUNTER - SEE SHOP DRAWINGS AS PROVIDEDBY O.S.R. FOR MORE INFORMATION - INSTALLED BY G.C.
16. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS ASPROVIDED BY O.S.R. FOR MORE INFORMATION
17. O.S.R. SUPPLIED HAIR DRYER STATION - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FORMORE INFORMATION (SHOWN FOR REFERENCE ONLY)
18. VINYL WALL BASE (B-2) - SEE FINISH SCHEDULE FOR MORE INFORMATION
19. O.S.R. SUPPLIED CUBBIES - FINAL DESIGN TO BE BY O.S.R. & CONFIRMED W/ OWNER
20. CEILING MOUNTED LIGHT FIXTURE - REFER TO REFLECTED CEILING PLANS / ELECTRICALDRAWINGS BY MEP ENGINEER FOR ADDITIONAL INFORMATION
21. EXIT/EMERGENCY LIGHT FIXTURE - SEE MECHANICAL DOCUMENTS FOR FURTHERINFORMATION
22. 2" X 4-1/2" STOREFRONT VERTICAL FRAMES AS SHOWN
23. BARRIER FREE ELECTRICAL WATER COOLER - SEE MECHANICAL DOCUMENTS FOR FURTHERINFORMATION
24. O.S.R. PROVIDED SHOWER AREA BENCH / GLASS WALL - SEE SHEET A.500 FOR MOREINFORMATION
25. WALL MOUNTED LIGHT FIXTURE - SEE SHEET A.101 FOR MORE INFORMATION - COORDINATEW/ ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER
26. OWNER SUPPLIED WALL MOUNTED BATTERY OPERATED CLOCK. COORDINATE EXACTMOUNTING LOCATIONS WITH OWNER - PROVIDE IN WALL BLOCKING AS REQUIRED FORPROPER ATTACHMENT
27. DASHED LINE REPRESENTS APPROX. LOCATION OF MECHANICAL FABRIC DUCT. INTENT IS TOHOLD DUCT TO UNDERSIDE OF EXISTING ROOF STRUCTURE (V.I.F.) - REFER TO MECHANICALSHEETS FOR DETAILS
28. INTENT IS TO ALIGN THE SHOWER TRENCH FLOOR DRAIN AND SHOWER HEADS ON THECENTERLINE OF THE SHOWER BENCH AS SHOWN - FINAL LOCATION TO BE COORDINATED INFIELD
29. BATHROOM HUT AND CHANGING HUT ELEVATIONS, NOTES, AND PAINT DESIGNATIONS TO BELOCATED ON SHEETS FOR HUT DETAILS. VERIFY ALL PAINT COLORS W/ OWNER
30. CORIAN SILL
31. REFER TO SHEET A.500 FOR ROLL-IN ADA SHOWER, GRAB BARS, ETC.
32. WALL MOUNTED SIGNAGE - REFER TO SHEET A.500 FOR FURTHER INFORMATION
33. CORIAN SOAP LEDGE TOP - REFER TO DETAIL ON SHEET A.501 FOR DETAIL - REFER TO A.700FOR SPECIFICATIONS
34. S.S. SHOWERS @ 24" O.C. W/ ADA PUSH BUTTON CONTROLS @ EA. SHOWER HEAD TO BELOCATED 7'-0" A.F.F. (REFER TO MEP DOCUMENTS)
35. WALL MOUNTED POOL TOYS, EQUIPMENT, AND SAFETY DEVICES ARE SHOWN AS ANAPPROXIMATE LOCATION ONLY. VERIFY EXACT MOUNTING LOCATIONS WITH OWNER. REFERTO SHEET A.601 FOR ALL MOUNTING DIMENSIONS. PROVIDE SOLID FRT. BLOCKING.
36. STEEL COLUMN BOX-OUT - 5/8" GYPSUM BOARD PANELS ON (25 GAUGE) STEEL STUDS. JOINTSFINISHED. PROVIDE MOLD TOUGH BOARD, VAPOR BARRIER & BATT INSULATION ON POOLSIDE (TYP.) WRAP COLUMN WITH VAPOR BARRIER.
Interior Elevation Keyed Notes: X
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSSPRIOR TO PAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONSFOR ALL SURFACES PROVIDED BY G.F.S.S.
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALLCONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @INTERIOR SIDE
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TOINSTALLATION
5. ALL HARDIBOARD TRIM AND PANELS TO BE ORDERED IN 10' LENGTHS TO AVOIDHORIZONTAL JOINTS.
6. REFER TO MOUNTING HEIGHTS SCHEDULE ON SHEET A.601 FOR DIMENSIONS OF WALLMOUNTED POOL TOY SUPPORT BRACKETS, ACCESSORIES, ETC...
7. ADD RUBBER BASE TO ALL OSR SUPPLIED ITEMS INCLUDING, RECEPTION DESK, BACKSERVICE COUNTER, HAIR DRIER STATION, DIAPER CHANGING STATION, FISHTANK, ANDALL CUBBIES.
General Notes:
1 2 3 4 5 6
1010 10
TYP.
7 7
P-4P-4
87
22TYP.
TYP.P-1
P-9
91
36
20
15
OFFICES ANDSTORAGE ROOM
36
19
36
7
P-4
29
6P-8
P-7
TYP.27
36
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
2. DASHED LINE REPRESENTS APPROXIMATE LOCATION OF SWIMMING POOL. SEE SHOPDRAWINGS PROVIDED BY POOL DESIGNER FOR MORE INFORMATION
3. NEW ROUND 42"Ø CLEAR TEMP. GLASS WOOD WINDOW, 'JELDWEN SITELINE SERIES'"EW42FRDS" OR APPROVED EQUAL. GLAZING CONTRACTOR TO SUBMIT SHOP DRAWINGS TOARCHITECT FOR FINAL APPROVAL PRIOR TO FINAL ORDER. PROVIDE ONE-WAY MIRRORGLAZING
8. RECESSED RETAIL SLAT WALL SYSTEM "MARLITE - SLATWALL" WITH PAINTED FINISH (T.B.D.) TO BEINSTALLED OVER TOP OF GYPSUM BOARD - INSTALL PER MANUFACTURE'S SPECIFICATIONS.PROVIDE PRE-FIN. ALUM. EDGE TRIM
9. (1) STRUCTURAL HEADER - REFER STRUCTURAL SHEETS FOR FURTHER INFO. PROVIDE 2X_ 'FRT'(CLEAR) WD. BLOCKING AS REQUIRED
10. 3/8" CLEAR TEMP. GLASS IN CLEAR ANODIZED ALUMINUM FRAMES - CAULK ALL AROUNDBOTH SIDES (TYP.)
11. PROVIDE 'FRT' WOOD BLOCKING AS REQUIRED
12. CLEAR ANOD. ALUM. & CLEAR 1" INSULATED TEMP. GLASS DOOR & GLAZING - CAULK ALLAROUND BOTH SIDES (TYP.)
13. HALF-ROUND BAMBOO ANCHORED TO WALL BEYOND. BAMBOO IS TO BE DESIGNED &SUPPLIED BY ONE SOURCE RETAIL & INSTALLED BY G.C. - PROVIDE WD. BLOCKING @ 24" O.C.VERT. AS REQ'D
14. O.S.R. SUPPLIED SERVICE COUNTER & BACK COUNTER - SEE SHOP DRAWINGS AS PROVIDEDBY O.S.R. FOR MORE INFORMATION - INSTALLED BY G.C.
16. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS ASPROVIDED BY O.S.R. FOR MORE INFORMATION
17. O.S.R. SUPPLIED HAIR DRYER STATION - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FORMORE INFORMATION (SHOWN FOR REFERENCE ONLY)
18. VINYL WALL BASE (B-2) - SEE FINISH SCHEDULE FOR MORE INFORMATION
19. O.S.R. SUPPLIED CUBBIES - FINAL DESIGN TO BE BY O.S.R. & CONFIRMED W/ OWNER
20. CEILING MOUNTED LIGHT FIXTURE - REFER TO REFLECTED CEILING PLANS / ELECTRICALDRAWINGS BY MEP ENGINEER FOR ADDITIONAL INFORMATION
21. EXIT/EMERGENCY LIGHT FIXTURE - SEE MECHANICAL DOCUMENTS FOR FURTHERINFORMATION
22. 2" X 4-1/2" STOREFRONT VERTICAL FRAMES AS SHOWN
23. BARRIER FREE ELECTRICAL WATER COOLER - SEE MECHANICAL DOCUMENTS FOR FURTHERINFORMATION
24. O.S.R. PROVIDED SHOWER AREA BENCH / GLASS WALL - SEE SHEET A.500 FOR MOREINFORMATION
25. WALL MOUNTED LIGHT FIXTURE - SEE SHEET A.101 FOR MORE INFORMATION - COORDINATEW/ ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER
26. OWNER SUPPLIED WALL MOUNTED BATTERY OPERATED CLOCK. COORDINATE EXACTMOUNTING LOCATIONS WITH OWNER - PROVIDE IN WALL BLOCKING AS REQUIRED FORPROPER ATTACHMENT
27. DASHED LINE REPRESENTS APPROX. LOCATION OF MECHANICAL FABRIC DUCT. INTENT IS TOHOLD DUCT TO UNDERSIDE OF EXISTING ROOF STRUCTURE (V.I.F.) - REFER TO MECHANICALSHEETS FOR DETAILS
28. INTENT IS TO ALIGN THE SHOWER TRENCH FLOOR DRAIN AND SHOWER HEADS ON THECENTERLINE OF THE SHOWER BENCH AS SHOWN - FINAL LOCATION TO BE COORDINATED INFIELD
29. BATHROOM HUT AND CHANGING HUT ELEVATIONS, NOTES, AND PAINT DESIGNATIONS TO BELOCATED ON SHEETS FOR HUT DETAILS. VERIFY ALL PAINT COLORS W/ OWNER
30. CORIAN SILL
31. REFER TO SHEET A.500 FOR ROLL-IN ADA SHOWER, GRAB BARS, ETC.
32. WALL MOUNTED SIGNAGE - REFER TO SHEET A.500 FOR FURTHER INFORMATION
33. CORIAN SOAP LEDGE TOP - REFER TO DETAIL ON SHEET A.501 FOR DETAIL - REFER TO A.700FOR SPECIFICATIONS
34. S.S. SHOWERS @ 24" O.C. W/ ADA PUSH BUTTON CONTROLS @ EA. SHOWER HEAD TO BELOCATED 7'-0" A.F.F. (REFER TO MEP DOCUMENTS)
35. WALL MOUNTED POOL TOYS, EQUIPMENT, AND SAFETY DEVICES ARE SHOWN AS ANAPPROXIMATE LOCATION ONLY. VERIFY EXACT MOUNTING LOCATIONS WITH OWNER. REFERTO SHEET A.601 FOR ALL MOUNTING DIMENSIONS. PROVIDE SOLID FRT. BLOCKING.
36. STEEL COLUMN BOX-OUT - 5/8" GYPSUM BOARD PANELS ON (25 GAUGE) STEEL STUDS. JOINTSFINISHED. PROVIDE MOLD TOUGH BOARD, VAPOR BARRIER & BATT INSULATION ON POOLSIDE (TYP.) WRAP COLUMN WITH VAPOR BARRIER.
Interior Elevation Keyed Notes: X
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSSPRIOR TO PAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONSFOR ALL SURFACES PROVIDED BY G.F.S.S.
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALLCONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @INTERIOR SIDE
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TOINSTALLATION
5. ALL HARDIBOARD TRIM AND PANELS TO BE ORDERED IN 10' LENGTHS TO AVOIDHORIZONTAL JOINTS.
6. REFER TO MOUNTING HEIGHTS SCHEDULE ON SHEET A.601 FOR DIMENSIONS OF WALLMOUNTED POOL TOY SUPPORT BRACKETS, ACCESSORIES, ETC...
7. ADD RUBBER BASE TO ALL OSR SUPPLIED ITEMS INCLUDING, RECEPTION DESK, BACKSERVICE COUNTER, HAIR DRIER STATION, DIAPER CHANGING STATION, FISHTANK, ANDALL CUBBIES.
General Notes:
123456
10
TYP.
1010
18
2
18
32
20TYP. 36
9
27
12 123
4567
8910
11
26
181818
P-5 P-2
1
P-1
8 7
3
P-5
4
MECHANICAL ROOM(B.F. RESTROOM BEYOND)
P-9
P-8
P-7
P-9
18
23
P-7
P-8
TYP.
36
A B B.5 C
SHOWERS BEYOND
18 24
27 20TYP.
34 TYP.
33
1828
2
1
P-11
P-1
P-9P-8
AIR RETURN RG-1:50 1/8" x 38 1/8",WHITE, ALUMINUM,SURFACE MOUNTAT 12" A.F.F.
P-7
ABB.5C
P-1
20 27TYP.
18
2
18
1
P-8
P-7
EXIT
B.7
30
TYP.
P-9
1 2 3 4 5 6
27
TYP.P-1
31
1
18 24
2
33
TYP.
P-8
87
MECHANICAL ROOM
3.3
34
18
30 30 30 30
20TYP. TYP.
363636
P-9
P-7
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
2. DASHED LINE REPRESENTS APPROXIMATE LOCATION OF SWIMMING POOL. SEE SHOPDRAWINGS PROVIDED BY POOL DESIGNER FOR MORE INFORMATION
3. NEW ROUND 42"Ø CLEAR TEMP. GLASS WOOD WINDOW, 'JELDWEN SITELINE SERIES'"EW42FRDS" OR APPROVED EQUAL. GLAZING CONTRACTOR TO SUBMIT SHOP DRAWINGS TOARCHITECT FOR FINAL APPROVAL PRIOR TO FINAL ORDER. PROVIDE ONE-WAY MIRRORGLAZING
8. RECESSED RETAIL SLAT WALL SYSTEM "MARLITE - SLATWALL" WITH PAINTED FINISH (T.B.D.) TO BEINSTALLED OVER TOP OF GYPSUM BOARD - INSTALL PER MANUFACTURE'S SPECIFICATIONS.PROVIDE PRE-FIN. ALUM. EDGE TRIM
9. (1) STRUCTURAL HEADER - REFER STRUCTURAL SHEETS FOR FURTHER INFO. PROVIDE 2X_ 'FRT'(CLEAR) WD. BLOCKING AS REQUIRED
10. 3/8" CLEAR TEMP. GLASS IN CLEAR ANODIZED ALUMINUM FRAMES - CAULK ALL AROUNDBOTH SIDES (TYP.)
11. PROVIDE 'FRT' WOOD BLOCKING AS REQUIRED
12. CLEAR ANOD. ALUM. & CLEAR 1" INSULATED TEMP. GLASS DOOR & GLAZING - CAULK ALLAROUND BOTH SIDES (TYP.)
13. HALF-ROUND BAMBOO ANCHORED TO WALL BEYOND. BAMBOO IS TO BE DESIGNED &SUPPLIED BY ONE SOURCE RETAIL & INSTALLED BY G.C. - PROVIDE WD. BLOCKING @ 24" O.C.VERT. AS REQ'D
14. O.S.R. SUPPLIED SERVICE COUNTER & BACK COUNTER - SEE SHOP DRAWINGS AS PROVIDEDBY O.S.R. FOR MORE INFORMATION - INSTALLED BY G.C.
16. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS ASPROVIDED BY O.S.R. FOR MORE INFORMATION
17. O.S.R. SUPPLIED HAIR DRYER STATION - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FORMORE INFORMATION (SHOWN FOR REFERENCE ONLY)
18. VINYL WALL BASE (B-2) - SEE FINISH SCHEDULE FOR MORE INFORMATION
19. O.S.R. SUPPLIED CUBBIES - FINAL DESIGN TO BE BY O.S.R. & CONFIRMED W/ OWNER
20. CEILING MOUNTED LIGHT FIXTURE - REFER TO REFLECTED CEILING PLANS / ELECTRICALDRAWINGS BY MEP ENGINEER FOR ADDITIONAL INFORMATION
21. EXIT/EMERGENCY LIGHT FIXTURE - SEE MECHANICAL DOCUMENTS FOR FURTHERINFORMATION
22. 2" X 4-1/2" STOREFRONT VERTICAL FRAMES AS SHOWN
23. BARRIER FREE ELECTRICAL WATER COOLER - SEE MECHANICAL DOCUMENTS FOR FURTHERINFORMATION
24. O.S.R. PROVIDED SHOWER AREA BENCH / GLASS WALL - SEE SHEET A.500 FOR MOREINFORMATION
25. WALL MOUNTED LIGHT FIXTURE - SEE SHEET A.101 FOR MORE INFORMATION - COORDINATEW/ ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER
26. OWNER SUPPLIED WALL MOUNTED BATTERY OPERATED CLOCK. COORDINATE EXACTMOUNTING LOCATIONS WITH OWNER - PROVIDE IN WALL BLOCKING AS REQUIRED FORPROPER ATTACHMENT
27. DASHED LINE REPRESENTS APPROX. LOCATION OF MECHANICAL FABRIC DUCT. INTENT IS TOHOLD DUCT TO UNDERSIDE OF EXISTING ROOF STRUCTURE (V.I.F.) - REFER TO MECHANICALSHEETS FOR DETAILS
28. INTENT IS TO ALIGN THE SHOWER TRENCH FLOOR DRAIN AND SHOWER HEADS ON THECENTERLINE OF THE SHOWER BENCH AS SHOWN - FINAL LOCATION TO BE COORDINATED INFIELD
29. BATHROOM HUT AND CHANGING HUT ELEVATIONS, NOTES, AND PAINT DESIGNATIONS TO BELOCATED ON SHEETS FOR HUT DETAILS. VERIFY ALL PAINT COLORS W/ OWNER
30. CORIAN SILL
31. REFER TO SHEET A.500 FOR ROLL-IN ADA SHOWER, GRAB BARS, ETC.
32. WALL MOUNTED SIGNAGE - REFER TO SHEET A.500 FOR FURTHER INFORMATION
33. CORIAN SOAP LEDGE TOP - REFER TO DETAIL ON SHEET A.501 FOR DETAIL - REFER TO A.700FOR SPECIFICATIONS
34. S.S. SHOWERS @ 24" O.C. W/ ADA PUSH BUTTON CONTROLS @ EA. SHOWER HEAD TO BELOCATED 7'-0" A.F.F. (REFER TO MEP DOCUMENTS)
35. WALL MOUNTED POOL TOYS, EQUIPMENT, AND SAFETY DEVICES ARE SHOWN AS ANAPPROXIMATE LOCATION ONLY. VERIFY EXACT MOUNTING LOCATIONS WITH OWNER. REFERTO SHEET A.601 FOR ALL MOUNTING DIMENSIONS. PROVIDE SOLID FRT. BLOCKING.
36. STEEL COLUMN BOX-OUT - 5/8" GYPSUM BOARD PANELS ON (25 GAUGE) STEEL STUDS. JOINTSFINISHED. PROVIDE MOLD TOUGH BOARD, VAPOR BARRIER & BATT INSULATION ON POOLSIDE (TYP.) WRAP COLUMN WITH VAPOR BARRIER.
Interior Elevation Keyed Notes: X
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSSPRIOR TO PAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONSFOR ALL SURFACES PROVIDED BY G.F.S.S.
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALLCONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @INTERIOR SIDE
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TOINSTALLATION
5. ALL HARDIBOARD TRIM AND PANELS TO BE ORDERED IN 10' LENGTHS TO AVOIDHORIZONTAL JOINTS.
6. REFER TO MOUNTING HEIGHTS SCHEDULE ON SHEET A.601 FOR DIMENSIONS OF WALLMOUNTED POOL TOY SUPPORT BRACKETS, ACCESSORIES, ETC...
7. ADD RUBBER BASE TO ALL OSR SUPPLIED ITEMS INCLUDING, RECEPTION DESK, BACKSERVICE COUNTER, HAIR DRIER STATION, DIAPER CHANGING STATION, FISHTANK, ANDALL CUBBIES.
(10) DRYING HOOKS PER BOARD (2 BOARDS) 20HOOKS TOTAL, SPACED 6" O.C. WITH 1 x (40"LONG) WOOD BACKER WITH ROUNDED EDGES -PAINT WOOD (P-7)
LIBERTY HARDWARE, WHITE, MODEL NUMBERB46114Q-W-C5
3'-8"
4"
5
P-5
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.202
InteriorElevations
As Noted
9A.100
Staff Room Elevation3/4" = 1'-0" 10
A.100
Staff Room Elevation3/4" = 1'-0"
11A.100
Staff Room Elevation3/4" = 1'-0" 12
A.100
Staff Room Elevation3/4" = 1'-0"
10
17
3
P-3
1
P-2
P-3
P-7
2
16
P-4
2
P-2
2
1
P-6
1
P-5
1
P-2
P-7
10 10
3
P-7
1
P-5
P-10
P-3
P-2
22
P-4
19
1. TRIM - FCS-2 (TYP.) (PAINT)
2. VERTICAL PANELS - FCS-1 (TYP.) (PAINT)
3. CORRUGATED ROOFING ON 'FRT' WOOD RAFTERS @ 16" O.C. - MTL-1 (TYP.) - EXTEND METALROOFING 1" FROM TRIM BRD.
4. SIMPSON STRONG-TIE BC 40Z POST CAP; SIMPSON ABWZ ADJUSTABLE POST BASE (TYP.)
5. TOWEL HOOKS: LIBERTY HARDWARE, WHITE, MODEL NUMBER B46114Q-W-C5 - CONSULT W/OWNER & ARCHITECT FOR FINAL SELECTION & MOUNTING HEIGHTS. PROVIDE TRIM, 1X4 - 30" -FCS-2 (TYP.) FOR TOWEL HOOKS (EQUALLY SPACED) ATTACHMENT
6. WALL MOUNTED LIGHT FIXTURE - SEE SHEET AC.100 FOR MORE INFORMATION - COORDINATEWITH ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER. PROVIDE 2x BLOCKING AS NEEDEDFOR MOUNTING.
18. RECESSED RETAIL SLAT WALL, PROVIDE 1/2" PLYWOOD BACKER AS REQUIRED FORATTACHMENT OF SLAT WALL
19. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FOR MORE INFORMATION
20. BULLETIN BOARD (VERIFY EXACT SIZE)
21. CORK BOARD (VERIFY EXACT SIZE)
Changing Huts Keyed Notes: X
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSS PRIOR TOPAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONS FOR ALL SURFACES
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALL CONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @ INTERIORSIDE. BRAD NAILS & CONSTRUCTION ADHESIVE TO BE USED. (NO SCREWS, NO NAIL HEADS!)
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TO INSTALLATION
General Notes:
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.203
Bathroom HutElevations
As Noted
13A.100
Bathroom Hut #1 Elevation3/4" = 1'-0"
14A.100
Bathroom Hut #2 Elevation3/4" = 1'-0"
4TYP.
3
1
P-10
1
P-8
2
P-3
14
1
31
3
P-8
P-3
P-6
P-6
2
P-5
P-10
2
P-11
P-8 P-6
P-8
2
P-4
P-6
8"
P-4
P-2
P-5
2
P-7
P-3
P-5
2
P-5
P-7
P-5
P-3
2
P-6
P-5
P-6
P-10
8"6"
6'-8
"
P-6
P-6
2
P-5
6"
P-4
41 1 1
6'-8
"
TYP. TYP.11 411 4
TYP.
P-2
2
P-10
P-3
P-10
1
3
P-8
4TYP.
3
1
P-6
1
P-8
P-5
2
20
1. TRIM - FCS-2 (TYP.) (PAINT)
2. VERTICAL PANELS - FCS-1 (TYP.) (PAINT)
3. CORRUGATED ROOFING ON 'FRT' WOOD RAFTERS @ 16" O.C. - MTL-1 (TYP.) - EXTEND METALROOFING 1" FROM TRIM BRD.
4. SIMPSON STRONG-TIE BC 40Z POST CAP; SIMPSON ABWZ ADJUSTABLE POST BASE (TYP.)
5. TOWEL HOOKS: LIBERTY HARDWARE, WHITE, MODEL NUMBER B46114Q-W-C5 - CONSULT W/OWNER & ARCHITECT FOR FINAL SELECTION & MOUNTING HEIGHTS. PROVIDE TRIM, 1X4 - 30" -FCS-2 (TYP.) FOR TOWEL HOOKS (EQUALLY SPACED) ATTACHMENT
6. WALL MOUNTED LIGHT FIXTURE - SEE SHEET AC.100 FOR MORE INFORMATION - COORDINATEWITH ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER. PROVIDE 2x BLOCKING AS NEEDEDFOR MOUNTING.
18. RECESSED RETAIL SLAT WALL, PROVIDE 1/2" PLYWOOD BACKER AS REQUIRED FORATTACHMENT OF SLAT WALL
19. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FOR MORE INFORMATION
20. BULLETIN BOARD (VERIFY EXACT SIZE)
21. CORK BOARD (VERIFY EXACT SIZE)
22. INTERIOR PAINT COLORS OF DOOR TO MATCH EXTERIOR COLORS OF SAME DOOR (TYP.)
Changing Huts Keyed Notes: X
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSS PRIOR TOPAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONS FOR ALL SURFACES
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALL CONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @ INTERIORSIDE. BRAD NAILS & CONSTRUCTION ADHESIVE TO BE USED. (NO SCREWS, NO NAIL HEADS!)
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TO INSTALLATION
General Notes:
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.204
Changing HutElevations
As Noted
3A.400
Changing Hut #1 Side Elevation3/4" = 1'-0"
2A.400
Changing #1 Hut Side Elevation3/4" = 1'-0"
1A.400
Changing Hut #1 Front Elevation3/4" = 1'-0"
21 9
P-5
2
P-3P-5P-4P-2P-5P-7
2 2
1
2 2 2 2
4TYP.
1 1 1
P-7
2
1
14
P-32
P-5
2
1 4TYP.
4TYP.
4TYP.
P-6 P-5 P-6 P-10
P-8 P-8
P-3
P-42
11
P-8
P-6P-6 P-5
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSS PRIOR TOPAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONS FOR ALL SURFACES
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALL CONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @ INTERIORSIDE. BRAD NAILS & CONSTRUCTION ADHESIVE TO BE USED. (NO SCREWS, NO NAIL HEADS!)
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TO INSTALLATION
General Notes:
1. TRIM - FCS-2 (TYP.) (PAINT)
2. VERTICAL PANELS - FCS-1 (TYP.) (PAINT)
3. CORRUGATED ROOFING ON 'FRT' WOOD RAFTERS @ 16" O.C. - MTL-1 (TYP.) - EXTEND METALROOFING 1" FROM TRIM BRD.
4. SIMPSON STRONG-TIE BC 40Z POST CAP; SIMPSON ABWZ ADJUSTABLE POST BASE (TYP.)
5. TOWEL HOOKS: LIBERTY HARDWARE, WHITE, MODEL NUMBER B46114Q-W-C5 - CONSULT W/OWNER & ARCHITECT FOR FINAL SELECTION & MOUNTING HEIGHTS. PROVIDE TRIM, 1X4 - 30" -FCS-2 (TYP.) FOR TOWEL HOOKS (EQUALLY SPACED) ATTACHMENT
6. WALL MOUNTED LIGHT FIXTURE - SEE SHEET AC.100 FOR MORE INFORMATION - COORDINATEWITH ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER. PROVIDE 2x BLOCKING AS NEEDEDFOR MOUNTING.
18. RECESSED RETAIL SLAT WALL, PROVIDE 1/2" PLYWOOD BACKER AS REQUIRED FORATTACHMENT OF SLAT WALL
19. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FOR MORE INFORMATION
20. BULLETIN BOARD (VERIFY EXACT SIZE)
21. CORK BOARD (VERIFY EXACT SIZE)
Changing Huts Keyed Notes: X
1
2
4
TYP.
1
3
1
1
18
P-5
2
P-5
P-7
P-7
P-8
3
P-3
P-5
1
3
2
P-8
P-7
4
TYP.
1
P-5
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.205
Changing HutElevations
As Noted
4A.400
Changing Hut #1 Rear Elevation3/4" = 1'-0"
6A.400
Changing Hut # 2 Side Elevation3/4" = 1'-0"5
A.400
Changing Hut # 2 Side Elevation3/4" = 1'-0"
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSS PRIOR TOPAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONS FOR ALL SURFACES
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALL CONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @ INTERIORSIDE. BRAD NAILS & CONSTRUCTION ADHESIVE TO BE USED. (NO SCREWS, NO NAIL HEADS!)
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TO INSTALLATION
General Notes:
1. TRIM - FCS-2 (TYP.) (PAINT)
2. VERTICAL PANELS - FCS-1 (TYP.) (PAINT)
3. CORRUGATED ROOFING ON 'FRT' WOOD RAFTERS @ 16" O.C. - MTL-1 (TYP.) - EXTEND METALROOFING 1" FROM TRIM BRD.
4. SIMPSON STRONG-TIE BC 40Z POST CAP; SIMPSON ABWZ ADJUSTABLE POST BASE (TYP.)
5. TOWEL HOOKS: LIBERTY HARDWARE, WHITE, MODEL NUMBER B46114Q-W-C5 - CONSULT W/OWNER & ARCHITECT FOR FINAL SELECTION & MOUNTING HEIGHTS. PROVIDE TRIM, 1X4 - 30" -FCS-2 (TYP.) FOR TOWEL HOOKS (EQUALLY SPACED) ATTACHMENT
6. WALL MOUNTED LIGHT FIXTURE - SEE SHEET AC.100 FOR MORE INFORMATION - COORDINATEWITH ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER. PROVIDE 2x BLOCKING AS NEEDEDFOR MOUNTING.
18. RECESSED RETAIL SLAT WALL, PROVIDE 1/2" PLYWOOD BACKER AS REQUIRED FORATTACHMENT OF SLAT WALL
19. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FOR MORE INFORMATION
20. BULLETIN BOARD (VERIFY EXACT SIZE)
21. CORK BOARD (VERIFY EXACT SIZE)
22. INTERIOR PAINT COLORS OF DOOR TO MATCH EXTERIOR COLORS OF SAME DOOR (TYP.)
Changing Huts Keyed Notes: X
P-6
2
TYP.
P-11
2
P-5
P-5
2
P-3
P-7
6'-8
"
1 1
8"
2
P-5
P-6
P-6
P-10
1
2
P-8
1
P-4
P-6
P-8
8"
2
P-2
6'-8
"
1
P-5
P-5
P-4
4
P-7
P-3
1
P-3
P-8
3
18
P-6
P-5
P-6
P-10
1
3
P-3
3 1
P-5
P-5
P-7
1
A.300
2
1
P-8
3
1
4TYP.
6"
2
P-7
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.206
Changing HutElevations
As Noted
7A.400
Changing Hut # 2 Front Elevation 3/4" = 1'-0"
1. FINAL PAINT SCHEME / COLOR COMBINATIONS TO BE APPROVED BY OWNER / GSS PRIOR TOPAINTING. REFER TO PAINT MANUFACTURE'S PREPARATION SPECIFICATIONS FOR ALL SURFACES
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WD. STUDS @ EXPOSED WALL CONSTRUCTION
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, & PAINTED. NO EXPOSED NAILS @ INTERIORSIDE. BRAD NAILS & CONSTRUCTION ADHESIVE TO BE USED. (NO SCREWS, NO NAIL HEADS!)
4. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TO INSTALLATION
General Notes:
1. TRIM - FCS-2 (TYP.) (PAINT)
2. VERTICAL PANELS - FCS-1 (TYP.) (PAINT)
3. CORRUGATED ROOFING ON 'FRT' WOOD RAFTERS @ 16" O.C. - MTL-1 (TYP.) - EXTEND METALROOFING 1" FROM TRIM BRD.
4. SIMPSON STRONG-TIE BC 40Z POST CAP; SIMPSON ABWZ ADJUSTABLE POST BASE (TYP.)
5. TOWEL HOOKS: LIBERTY HARDWARE, WHITE, MODEL NUMBER B46114Q-W-C5 - CONSULT W/OWNER & ARCHITECT FOR FINAL SELECTION & MOUNTING HEIGHTS. PROVIDE TRIM, 1X4 - 30" -FCS-2 (TYP.) FOR TOWEL HOOKS (EQUALLY SPACED) ATTACHMENT
6. WALL MOUNTED LIGHT FIXTURE - SEE SHEET AC.100 FOR MORE INFORMATION - COORDINATEWITH ELECTRICAL DRAWINGS BY ELECTRICAL ENGINEER. PROVIDE 2x BLOCKING AS NEEDEDFOR MOUNTING.
18. RECESSED RETAIL SLAT WALL, PROVIDE 1/2" PLYWOOD BACKER AS REQUIRED FORATTACHMENT OF SLAT WALL
19. O.S.R. SUPPLIED CHANGING STATION W/ CUBBIES BELOW - SEE SHOP DRAWINGS AS PROVIDED BY O.S.R. FOR MORE INFORMATION
20. BULLETIN BOARD (VERIFY EXACT SIZE)
21. CORK BOARD (VERIFY EXACT SIZE)
Changing Huts Keyed Notes: X
6
8
8
2'-0
"
GYP. BRD. FINISH - PAINTPER FINISH SCHEDULE
6
8
8
2'-0
"
7'-0
"
4
2'-0
"
5
11
17" -
19"
8
20" (MIN.)
40" (
MIN
.) - 4
8" (M
AX)
22
8
6
8
42" (MIN.)
17" -
19"
11
2'-0
"
GYP. BRD. FINISH - PAINTPER FINISH SCHEDULE
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.207
Changing HutElevations
As Noted
3A.400
B.F. Hut Interior3/4" = 1'-0"
2A.400
B.F. Hut Interior3/4" = 1'-0"1
A.400
B.F. Hut Interior3/4" = 1'-0"
4A.400
B.F. Hut Interior3/4" = 1'-0"
8" COLD FORMED (20) GAUGE STUDS @ 16"O.C. W/ NON-FACED SOUND BATTS IN STUDCAVITIES.
HSS10x8x3/8
8" x 2" x 12 GAUGE TRACK
P.T. WOOD BLOCKING
ALUM. STOREFRONT SYSTEMW/ 3/8" GLAZING
5/8" MOLD TOUGH GYP. BD.
POOL VIEWING AREA
1 5/8" METAL FRAMING (20 GA.) @ 16" O.C.
CONTINUE GYP. BD. INTO METALDECKING FLUTES, PROVIDE CLOSEDCELL SPRAY FOAM INSULATION TO FILLVOIDS, ALSO PROVIDE SEALANT (BOTHSIDES OF WALL).
5/8" TYPE "X" GYP. BD.
STEEL ROOF JOIST - REFERTO STRUCTURAL DRAWINGS
ROOF CONSTRUCTTION - REFERTO STRUCTURAL DRAWINGS
FILL BEAM CAVITY WITH CLOSED CELL SPRAYFOAM INSULATION
P.T. WOOD BLOCKING AS REQ'D
CAULK ALL JOINTS, BOTH SIDES. PROVIDEBACKER ROD AS REQ'D.
STOREFRONT WINDOW HEADELEVATION 9' - 0" A.F.F.
PROVIDE DEFLECTION TRACKS
PROVIDE DEFLECTION TRACKS
GRIFFOLYN VAPOR BARRIER
C
1'-0"TRIM - FCS-2
CORRUGATED MTL. ROOFING(MTL-1), BY OSR, ON 2X4 "FRT"(CLEAR) WOOD RAFTERS @ 16"O.C. - EXTEND METAL ROOFING1" FROM TRIM BRD. (TYP.)
PLA
TE H
EIG
HT =
9'-0
" A.F
.F.
TRIM - FCS-2
VERTICAL PANELS - FCS-1
(2) 2X10 "FRT" (CLEAR)WOOD HEADER
2X4 "FRT" (CLEAR)WD. STUDS @ 16" O.C.
TRIM - FCS-2
CORIAN SILL W/ 1"BULLNOSE ON 3/4"SUBSTRATE (SCRIBE TO WALL)
1'-0"
REFER TO ELEC. DWG'SFOR RECESSED LIGHTINGINFORMATION
PROVIDE "FRT" (CLEAR) 2X4WD. LEDGER BRD. AS REQ'DFOR RAFTER BRG. (TYP.)
SLAT WALL DETAIL W/PRE-FIN. ALUMINUMEDGE TRIM BY MANUF.
TRIM -FCS-2 (BEYOND@ WALL RETURN)
VERTICAL PANELS - FCS-1(BEYOND @ WALL RETURN)
POWDER ACTUATEDANCHORS @ 48" O.C.
CEI
LING
HEI
GHT
= 7
'-3 1
/2" A
.F.F
.
1'-6
"
5/8" PLYWOOD BACKERIN SLAT WALLLOCATIONS ONLY.
TRIM - FCS-2
PLA
TE H
EIG
HT =
9'-0
" A.F
.F.
VERTICAL PANELS - FCS-1
5/8" GYP. BRD.
2X4 "FRT" (CLEAR)WD. STUDS @ 16" O.C.
TRIM - FCS-21'-0"
CORRUGATED MTL. ROOFING(MTL-1), BY OSR, ON 2X4 "FRT"(CLEAR) WOOD RAFTERS @ 16"O.C. - EXTEND METAL ROOFING1" FROM TRIM BRD. (TYP.)
PROVIDE "FRT" (CLEAR) 2X4WD. LEDGER BRD. AS REQ'DFOR RAFTER BRG. (TYP.)
TRIM - FCS-2
WALL BASE PERFINISH SCHEDULE
POWDER ACTUATEDANCHORS @ 48" O.C.
GYP
.BD
CEI
LING
= 8
'-0" A
.F.F
.
2X4 "FRT" WOOD PLATE
5/8" GYPSUM BOARDCEILING (PAINT) ON2x6 METAL JOISTS
124
NOTE:PROVIDE BLOCKING FOR ALLWALL MNTD. ITEMS. VERIFYLOCATIONS W/ PRODUCT SPEC'S
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.300
Interior Sections
As Noted
1A.100
Section @ Boxed Header3/4" = 1'-0" 3
A.100
Section @ Typical B.F. Toilet3/4" = 1'-0"2
A.100
Section @ Retail Slat Wall3/4" = 1'-0"
1. FINAL PAINT SCHEME / COLOR COMBINATIONS ARE TO BE APPROVED BY OWNER / GOLDFISHSWIM SCHOOL PRIOR TO PAINTING. REFER TO PAINT MANUFACTURER'S PREPARATIONSPECIFICATIONS FOR ALL SURFACES.
2. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WOOD STUDS @ EXPOSED WALLCONSTRUCTION.
3. HARDIE PANELS ARE TO BE PROPERLY NAILED, FILLED, AND PAINTED. NO EXPOSED NAILS ARETO BE LOCATED ON INTERIOR SIDE
4. LAY-OUT OF PANELS TO BE REVIEWED BY GOLDFISH SWIM SCHOOL CONSTRUCTION ADVISORPRIOR TO INSTALLATION
5. WHEN (2) HUTS SHARE A COMMON WALL, BUTT (2) LAYERS OF 1/4" GYP. BRD. TOGETHER W/FINISH FACE OF GYP. BRD. FACING OUT.
O.S.R. SUPPLIED BENCH- SEE SHOP DRAWINGSFOR MORE INFO.
LIGHT FIXTURE - PROVIDEBLOCKING AS REQ'D - SEEREFLECTED CEILING PLAN
CORRUGATED ROOFING (MTL-1)ON F.R.T. WOOD RAFTERS @ 16"O.C. - EXTEND METAL ROOFING 1"BEYOND TRIM BRD.
6"2'
-0"
5'-6
"
8'-0
"
412
TRIM (FCS-2)
VERTICALPANELS (FCS-1)
(2) 1/4" GYP. BRD. LAYERS INBETWEEN HUTS, FINISH SIDE OFGYP. BRD. FACES TOWARDSINTERIOR SIDE OF HUT (TYP.)
TRIM (FCS-2)
1'-0"
SIMPSON STRONG-TIE BC40Z POST CAP; SIMPSONABWZ ADJUSTABLE POSTBASE (TYP.)
2X__ MNTD. SIDEWAYS W/3 HOOKS (TYP. EA. HUT):( LIBERTY HARDWARE,WHITE, MODEL NUMBERB46114Q-W-C5 )
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
A.301
Changing HutSections
As Noted
1A.400
Changing Hut Section3/4" = 1'-0" 2
A.400
Changing Hut Section3/4" = 1'-0"
3A.400
Changing Hut Section3/4" = 1'-0" 4
A.400
Changing Hut Section3/4" = 1'-0"
1. FIVE (5) PERCENT, BUT NEVER LESS THAN ONE, OF CHANGING ROOMS SHALL BE ACCESSIBLE PER ADA CODE
2. REFER TO CHANGING HUT ELEVATION SHEETS AND SECTION SHEETS FOR ADDITIONAL NOTES AND INFORMATION
3. ALL WOOD STUDS, BLOCKING AND RAFTER TO BE FIRE RETARDANT (CLEAR), PRE-FINISHED
4. DO NOT USE ANY SPLIT, CUT, DAMAGED, ETC. WOOD STUDS AT EXPOSED WALL CONSTRUCTION
5. HARDIE PANELS ARE TO BE PROPERLY NAILED, USE TRIM NAILS - NO FACE NAILS OR SCREWS, USE CONSTRUCTIONADHESIVE. ALL NAIL HOLES ARE TO BE FILLED AND PAINTED. NO EXPOSED NAILS AT INTERIOR SIDE
6. LAY-OUT OF PANELS TO BE REVIEWED BY GFSS CONSTRUCTION ADVISOR PRIOR TO INSTALLATION
7. CHANGING HUT BENCHES: REFER TO SHOP DRAWINGS PROVIDED BY ONE SOURCE RETAIL - PROVIDE BLOCKINGIN EXTERIOR WALL AS REQ'D FOR ATTACHMENT. MIN. REQUIREMENTS: 20"X42" BENCH FIXED TO T HE WALLALONG THE LONGER DIM. SHALL BE MOUNTED 17"-19" A.F.F.
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
2A.100
Changing Hut #1 Plan3/4" = 1'-0"
3A.100
Changing Hut #2 Plan3/4" = 1'-0"
1'-4 1/2"
1'-8 7/8"
4"
5 1/2"
EQ.EQ.
4" 1"
1 1/2"3"
2 1/8"3 1/2" 3 1/2"
2 1/8"2 1/2"
1'-10 3/8"
1'-6
"
1'-4
3/4
"
1"
Ø8"
1/4" NEOPRINE OR RUBBERGASKET UNDER PLATE(NON-METAL)
8"
4"
8"
8"
1/2" EXP. BOLTS INTO SLAB
BENCH PLANKS W/ 1/8"(MAX.) SPACE BETWEENMEMBERS - REFER TO FINISHNOTE ON THIS PAGE
3" X 1 1/4" THICKGALV. STEEL PLATE
GALV. STEEL 'T' CHANNEL, 1/4"THICK. FABRICATE 'T' OUT OF (2) 1/4"PLATES. WELD TO 'T' TO 3" Ø GALV.PIPE (AT CORNER DETAIL PROVIDE 'L'SHAPE GALV. STEEL BRACKET, 1/4"THICK) PROVIDE 1" SLOTTEDCONNECTION FOR 3/8" STAINLESSSTEEL BOLT AND STAINLESS STEELACORN NUT AND WASHERS ASREQ'D. PROVIDE NEOPRINE RUBBERGASKET BETWEEN GLASS AND STEEL@ BOTH SIDES OF GLASS
GALV. STEEL BRACKET, 1/4" THICK PROVIDE1" SLOTTED CONNECTION FOR 3/8" S.S.BOLT AND S.S. ACORN NUT AND WASHERSAS REQ'D. PROVIDE NEOPRINE RUBBERGASKET BETWEEN GLASS AND STEEL @ BOTHSIDES OF GLASS
1/2" CLEAR TEMPERED GLASS
DOUBLE 1/4" BENT PLATE GALV. STL.BENCH SUPPORT ANCHORED TOFLOOR W/ 8" Ø CUT OUT IN EACHPLATE (5) SETS
WOOD BENCH - 1 1/2" X 5 1/2"MEMBERS W/ 1/8" (MAX.) SPACING -REFER TO FINISH NOTE ON THIS PAGE
(2) 1/4" BENT PLATE GALV. STL. BENCHSUPPORT ANCHORED TO FLOOR W/8" Ø CUT OUT IN EACH PLATE (5)SETS. CONNECTION AT COL. W/ 1/4"GALV. STEEL PLATE
3" Ø GALV. STEEL PIPE (BEYOND)
1/2" TEMPERED GLASS
WOOD BENCH - 1-1/2"x5-1/2"ACTUAL DIM. MEMBERS - REFER TOFINISH NOTE ON THIS PAGE3" X 1/4" THICK GALV. STEEL PLATE W/
3/8" STAINLESS STEEL THRU BOLTS
1/2" EXP. BOLTS INTO SLAB
STAINLESS STEEL SCREWSW/ HEX HEAD
GALV. STEEL BRACKET, 1/4" THICKPROVIDE 1" SLOTTED CONNECTIONFOR 3/8" STAINLESS STEEL BOLT ANDSTAINLESS STEEL ACORN NUT ANDWASHERS AS REQ'D. PROVIDENEOPRINE RUBBER GASKET BTWN.GLASS AND STEEL @ BOTH SIDES OFGLASS
1 1/8"
2 1/2"
1 1/8"
2 1/2"2 1/2"
1'-6
"
1/2" TEMPERED CLEARGLASS IN 1" S.S. BOTTOMCHANNEL
7'-0
"
DOUBLE PLATE GALV.STL. BENCH SUPPORTANCHORED TO FLOORW/ 8" Ø CUT OUT INEACH PLATE (5) SETS
3" Ø GALV. PIPE COLUMN EXPOSED FINISH - INSTALLCAP AT TOP
THROUGH GLASSCONNECTION DETAIL TYP.
1-1/2"x5-1/2" BENCHMEMBERS - REFER TO FINISHNOTE ON THIS PAGE
WOOD BENCH NOTE:BENCH DECKING TO BE BY 'TREX'OR APPROVED EQUAL COMPOSITEDECKING - FINAL COLOR ANDPROFILE TO BE DETERMINED
THROUGH GLASSCONNECTION DETAIL TYP.
1'-7
"
1 1/
2"
3"
8"
CL
CL
S.S. SHOWER HEADS
ADA S.S. PUSH BUTTONSHOWER CONTROL
FLOOR DRAIN - SEEPLUMBING PLANS
7'-0
"
4'-0
"2'
-0"
5"
1" THICK CORIAN SILL W/ 2"THICK EDGE, PITCHED AWAYFROM WALL 1/2" PER FOOT(SS-3) W/ KERF UNDER LEDGE
SOAP LEDGE
TILE WAINSCOT ON 5/8"CEMENT BOARD, REFER TOSPECS.
TILE WAINSCOT ON 5/8"CEMENT BOARD, REFER TOSPECS.
EDGE OF TILE
5/8" GYPSUM BOARD
VAPOR RETARDER - REFER TOSHEET A.102
3 5/8" METALFRAMING @ 16" O.C.
6" METAL FRAMING @16" O.C.
2"
1"
4
A.500
10
A.500
3'-4
"
42" T
O B
UTTO
N
CL
3" 1"
1 1/
2"3"
3"
3" Ø GALV. PIPE BEYOND- INSTALL CAP AT TOP
LINE OF 1/2" TEMPEREDGLASS IN FRONT
GALV. STEEL 'T' BRACKET,1/4" THICK.FABRICATE 'T' OUT OF TWO 1/4" PLATES.WELD 'T' TO 3" Ø GALV. PIPE. PROVIDE 1"SLOTTED CONNECTION FOR 3/8"STAINLESS STEEL BOLT AND STAINLESSSTEEL ACORN NUT AND WASHERS ASREQ'D. PROVIDE NEOPRINE RUBBERGASKET BTWN. GLASS AND STEEL @ BOTHSIDES OF GLASS
GALV. STEEL 3" X 1/2" THICKBAR W/ 3/8" STAINLESS STEELBOLT CONNECTION TOCOLUMN @ 2 3/4" X 3" X 1/4"TH. GALV. STEEL PLATE
3" Ø GALV. PIPE BEYOND- INSTALL CAP AT TOP
LINE OF 1/2" TEMPEREDGLASS IN FRONT
GALV. STEEL 'T' BRACKET,1/4" THICK.FABRICATE 'T' OUT OF TWO 1/4" PLATES.WELD 'T' TO 3" Ø GALV. PIPE. PROVIDE 1"SLOTTED CONNECTION FOR 3/8" STAINLESSSTEEL BOLT AND STAINLESS STEEL ACORNNUT AND WASHERS AS REQ'D. PROVIDENEOPRINE RUBBER GASKET BTWN. GLASSAND STEEL @ BOTH SIDES OF GLASS
GALV. STEEL 3" X 1/2" THICKBAR W/ 3/8" STAINLESS STEELBOLT CONNECTION TOCOLUMN @ 2 3/4" X 3" X 1/4"TH. GALV. STEEL PLATE
CL
1/2" TEMPERED GLASS
3" Ø GALV. PIPE BEYOND- INSTALL CAP AT TOP
3" X 1/4" THICK GALV. STEEL PLATE
GALV. STEEL 'T' BRACKET,1/4" THICK.FABRICATE 'T' OUT OF TWO 1/4"PLATES. WELD 'T' TO 3" Ø GALV.PIPE. PROVIDE 1" SLOTTEDCONNECTION FOR 3/8" STAINLESSSTEEL BOLT AND STAINLESS STEELACORN NUT AND WASHERS ASREQ'D.
GALV. STEEL 3" X 1/2" THICK BARW/ 3/8" STAINLESS STEEL BOLTCONNECTION TO COLUMN @ 23/4" X 3" X 1/4" TH. GALV. STEELPLATE
PROVIDE NEOPRINE RUBBERGASKET BTWN. GLASS ANDSTEEL @ BOTH SIDES OF GLASS
2 3/4"
2"
8 1/2"
3"
HOLD
3"
HOLD
1/2"
SHOWERS BEYOND
1'-6
"
1/2" TEMPERED CLEAR GLASS
3" Ø GALV. PIPE INSTALL CAP AT TOP
7'-0
"
COLORED FILM APPLIED GOLDFISHSILHOUETTE (BY OWNER)
T.O. COLUMN@ 7'-0" A.F.F
1/2" 3'-7 3/4"3'-7 1/2"3'-7 1/2"3'-7 3/4"
T.O. GLASS@ 7'-6" A.F.F
THROUGH GLASSCONNECTION DETAIL TYP.
3" x 1/2" GALV. BAR
1-1/2" X 5-1/2" ACTUAL DIM.BENCH MEMBERS - REFER TOFINISH NOTE ON THIS PAGE
1'-7
"
1 1/
2"3"
THROUGH GLASSCONNECTION, TYP.
3" X 1/2" TH. GALV. BAR
5'-6
1/4
"
10'-2 1/2"
1'-3 1/2" 3'-7 1/2" 3'-7 1/2" 1'-6 1/2"
LINE OF GLASS BEYOND
1/2" 1/2"
A.500
6
9
A.500
7
A.500
8
A.500
CL
THROUGH GLASSCONNECTION, TYP.
16'-0"
1'-1
0 3/
8"
3'-8" 3'-8" 3'-8" 3'-8"
CL
CL
CL
CL
CL
CLCLCL
GALV. STL. BENCH SUPPORTANCHORED TO FLOOR
3" Ø GALV. PIPE (5 TYP.)- INSTALL CAP AT TOP
1/2" TEMPERED CLEAR GLASS
3" x 1/2" GALV. BAR
1-1/2" x 5-1/2" (ACTUAL DIM.)BENCH MEMBERS - REFER TOFINISH NOTE ON THIS PAGE
A.500
5
A.500
6
CLCL
CL
2
A.500
3" Ø GALV. PIPE BEYOND- INSTALL CAP AT TOP
LINE OF 1/2" TEMPEREDGLASS IN FRONT
GALV. STEEL 'T' BRACKET,1/4" THICK.FABRICATE 'T' OUT OF TWO 1/4" PLATES.WELD 'T' TO 3" Ø GALV. PIPE. PROVIDE 1"SLOTTED CONNECTION FOR 3/8"STAINLESS STEEL BOLT AND STAINLESSSTEEL ACORN NUT AND WASHERS ASREQ'D. PROVIDE NEOPRINE RUBBERGASKET BTWN. GLASS AND STEEL @ BOTHSIDES OF GLASS
CL
8 1/2" PLATE
1/2" 3"
HOLD
1"
3"3"
A.500
3
GALV. STEEL 3" X 1/2" THICK BAR W/ 3/8"STAINLESS STEEL BOLT CONNECTION TOCOLUMN @ 2 3/4" X 3" X 1/4" TH. GALV.STEEL PLATE
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
1A.100
Bench / Wall Plan3/4" = 1'-0"
5A.500
Bench / Wall Elevation3/4" = 1'-0"
7A.500
Bench / Wall Detail3" = 1'-0"
4A.500
Bench / Wall Detail3" = 1'-0"
8A.500
Bench / Wall Detail3" = 1'-0" 9
A.500
Bench / Wall Detail1 1/2" = 1'-0"
3A.500
Bench / Wall Detail3" = 1'-0"
10A.500
Bench / Wall Detail1 1/2" = 1'-0"
2A.500
Bench / Wall Detail1 1/2" = 1'-0"
6A.500
Bench / Wall Section3/4" = 1'-0"
A.500
Shower Wall /Bench Detail
As Noted
NOTE:SIGNAGE DESIGNATED "MEN", "WOMEN", OR ANY OTHER TOILET ROOM IDENTIFICATION IS REQUIRED TO BETACTILE, EITHER RAISED OR ENGRAVED. ROOM IDENTIFICATION SIGNAGE IS REQUIRED TO BE MOUNTED ON THEWALL ADJACENT TO THE DOOR, AND NOT ON THE DOOR ITSELF. TYPICAL ADA SIGNS COLOR TO BE "NEON BLUE".
MEN
48" M
IN.
6"
MIN
.
TO B
ASE
LINE
OF
LOW
EST T
AC
TILE
CHA
RAC
TER
BRAILE CHARACTERS TO BE 48" MIN. &60" MAX. A.F.F. MEASURED FROM THEBASELINE OF BRAILE CELLS
96" M
AX.
60" M
IN.
ADA ALTERNATIVE SIGN, SINGLE-PLYMODIFIED ACRYLIC, NON-GLARE MATTEFINISH, COLOR: 3X1-507 MAUI BLUE
15" M
IN.
4'-0
" MA
X.
DUP
LEX
REC
EPTA
CLE
LIGHT
SW
ITCH
FIRE
ALA
RM
INTE
RCO
M S
YSTE
M
HVA
C C
ON
TRO
LS
NOTE:4'-0" IS THE DIMENSION TO THE TOP OF THEHIGHEST OPERABLE PART OR RECEPTACLE
C L
16" -
18"
1'-0
"
MIN
.
2'-0
"
MIN
.
3'-0
"
MIN
.
1'-0"
MAX.
3'-6"
MIN.39" - 41"
A.501 B
A
C
D
TURNING SPACE PER ICCA.117.1-2009 304.3.1
SINK CLEARANCE PERICC A.117.1-2009 606.2
WATER CLOSET CLEARANCE PERICC A.117.1-2009 604.3
DOOR ALLOWED TO ENCROACHTURNING RADIUS PER ICCA.117.1-2009 603.2.2 EXP. 24'-0"
MIN.
2'-6
"
MIN
.
4'-8"
MIN.
5'-0
"
MIN
.
WALL MOUNTED BABYCHANGING STATION
2'-0
"
CL
WALL MOUNTEDMIRROR
WALL MNTD.SOAPDISPENSER
WALL MOUNTEDLIGHT FIXTURE -SEE ELECTRICAL
PAINT PER ROOMFINISH SCHEDULE
WALL MOUNTEDLAV - SEEPLUMBING
VINYL WALL BASE
TRIM - FCS-2(TYP.) (PAINT)
WALL MNTD.SOAP DISPENSER
WALL MOUNTED MIRROR
WALL MOUNTED LIGHTFIXTURE - SEE ELECTRICAL
WALL MOUNTED PAPERTOWEL DISPENSER
WALL MOUNTEDLAV - SEE PLUMBING
TOILET PAPERDISPENSER
VINYL WALL BASE
WATERCLOSET -SEE PLUMBING
12" MIN.6" 24" MIN.
1'-6"
CL
7'-0
"
33" M
IN.
7"26
"
17" -
19"
MA
X.
29" M
IN.
34" M
AX.
40" M
AX.
PROVIDE BLOCKING FOR ALLWALL MNTD. ITEMS. VERIFYLOCATIONS W/ PRODUCT SPEC'S
NOTE:
VINYL WALL BASE
GRAB BARS
TOILET PAPERDISPENSER
WATERCLOSET -SEE PLUMBING
PAINT PER ROOMFINISH SCHEDULE
39" M
IN. -
41"
MA
X.18
" MIN
.
42" MIN.
39" MIN. - 41" MAX.
18"
26"
7"
33" M
IN. -
36"
MA
X.
PAINT PER ROOMFINISH SCHEDULE
WALL MOUNTED BABYCHANGING STATION
28" TO WALL
36"
CL
CL
VINYL WALL BASE
EMERGENCY LIGHT, SEEE.101 FOR EXACTPLACEMENT.
A.501
B.F. RestroomDetails
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
D SOLID CORE WOOD W/ FALSELOUVER PROFILE / PAINT HDWR. SET 7WOOD / PAINT
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
HDWR. SET 7
B, D, E, F
B, D, E, F
B, D, E, F
B, D, E, F
B, D, E, F
B, D, E, F
B, D, E, F
B, D, E, F
B, D, E, F
B, D, E, F
2'-6" X 5'-6" / CHANGING AREA D SOLID CORE WOOD W/ FALSELOUVER PROFILE / PAINT HDWR. SET 7WOOD / PAINT B, D, E, F
3'-0" X 7'-0" / EXIT A, B, C, J, LHDWR. SET 5B CLEAR ANOD.ALUM. / CLEAR TEMP. GLASS CLEAR ANOD. ALUM.
E SOLID CORE WOOD / PAINT WOOD / PAINT HDWR. SET 8
E SOLID CORE WOOD / PAINT WOOD / PAINT HDWR. SET 8
3'-0" X 7'-0" / UNISEX B.F. TOILET
3'-0" X 7'-0" / UNISEX B.F. TOILET
B, C, D
B, C, D
3'-0" X 7'-0" / POOL G CLEAR ANOD.ALUM. /CLEAR TEMP. GLASS B, C, K, L, MHDWR. SET 6CLEAR ANOD. ALUM.
3'-0" X 7'-0" / MECHANICAL HOLLOW METAL / PAINT HDWR. SET 12F METAL, INSULATED / PAINT B, C, K
3'-0" X 7'-0" / ACID ROOM HOLLOW METAL / PAINTE METAL, INSULATED / PAINT
31 (2) 3'-0" X 7'-0" / EXT. MECH. A, B, C, K, L, OHDWR. SET 16H
HDWR. SET 11 B, C
3'-0" X 7'-0" / OFFICE C SOLID CORE WOOD DUTCHSTYLE DOOR / PAINT
WOOD / PAINT B, DHDWR. SET 9
19
20
2'-6" X 5'-6" / CHANGING AREA D SOLID CORE WOOD W/ FALSELOUVER PROFILE / PAINT HDWR. SET 7WOOD / PAINT B, D, E, F
2'-6" X 5'-6" / CHANGING AREA D SOLID CORE WOOD W/ FALSELOUVER PROFILE / PAINT HDWR. SET 7WOOD / PAINT B, D, E, F
E SOLID CORE WOOD / PAINT WOOD / PAINT HDWR. SET 83'-0" X 7'-0" / UNISEX B.F. TOILET B, C, D
3'-0" X 7'-0" / POOL G CLEAR ANOD.ALUM. /CLEAR TEMP. GLASS B, C, K, L, MHDWR. SET 6CLEAR ANOD. ALUM.
E HDWR. SET 8 B, C3'-0" X 7'-0" / UNISEX B.F. TOILET HOLLOW METAL / PAINT HOLLOW METAL / PAINT
E HDWR. SET 8 B, C3'-0" X 7'-0" / UNISEX B.F. TOILET HOLLOW METAL / PAINT HOLLOW METAL / PAINT
32 3'-0" X 7'-0" / STAFF ROOM HDWR. SET 13 B, CF METAL, INSULATED / PAINT HOLLOW METAL / PAINT
33 3'-0" X 7'-0" / EXIT A, B, C, J, LHDWR. SET 5B
CLEAR ANOD.ALUM. /CLEAR TEMP. GLASS
CLEAR ANOD. ALUM.
HOLLOW METAL / PAINT HOLLOW METAL / PAINT
HOLLOW METAL / PAINTMETAL, INSULATED / PAINT
SOLID CORE WOOD / PAINT
4"
1/2"
FALSE LOUVER(EXTERIOR SIDE ONLY)
Specifications:DIVISION 08 - DOORS AND WINDOWS
A. DOORS AND FRAMES, GENERAL:REFER TO ROOM / DOOR FINISH SCHEDULE FOR DOOR LOCATIONS.
B. EXTERIOR DOORS AND GLAZING:
1. ALUMINUM STOREFRONT AND ENTRANCES:A. EXTERIOR ALUMINUM DOORS. MEDIUM STILE ANODIZEDALUMINUM WITH 10" HIGH BOTTOM RAIL; GLAZED WITH 1/4"THICK TINTED GLASS MATCHING ENTRANCE FRAMING ORINSULATED METAL PANEL INSERT (SEE SCHEDULE).
B. EXTERIOR ALUMINUM DOOR FRAMING: 2" X 4-1/2" ANODIZED ALUMINUM (MATCH EXISTING FRAME COLOR).
C. PRODUCTS: FRAMING SYSTEM TO BE MANUFACTUREDBY KAWNEER, VISTAWALL, GRAHAM, OR APPROVED SUBSTITUTE.
2. GLAZING IN DOORS SHALL BE TEMPERED SAFETY GLASS.
C. INTERIOR DOORS, WINDOWS AND GLAZING:
1. DOORSA. STEEL DOORS: 3'-0" BY 7'-0" BY 1-3/4" FABRICATED WITH18 GAGE STEEL FACE SHEETS, MANUFACTURER'S STANDARDCORES, WITH 24" BY 30" CLEAR TEMPERED GLASS LITE. WHERE A FIRE-RATING IS REQUIRED, PROVIDE DOORS WITHFIRE-RATED CORES AND LINE ITEM BID ALTERNATE WITH 4"BY 24" CLEAR WIRE GLASS LITE.
B. WOOD DOORS: 3'-0" BY 7'-0" BY 1-3/4" SOLID CORE WITHROTARY CUT VENEER (U.N.O.), FACTORY OR FIELD FINISHED. WHERE A FIRE-RATING IS REQUIRED, PROVIDE DOORS WITH FIRE-RATED CORES AND MATCHING VENEERS,AND WITH 3" BY 33" CLEAR TEMPERED WIRE GLASS LITE .
H. EXIT DEVICES:
1. BHMA A156.3, GRADE 1. LISTED UNDER CATEGORY G IN BHMA'S "CERTIFIED PRODUCT DIRECTORY."
A. EXIT DEVICES FOR MEANS OF EGRESS DOORS: COMPLYWITH NFPA 101.
B. PANIC EXIT DEVICES: LISTED AND LABELED BY A TESTINGAND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIESHAVING JURISDICTION, FOR PANIC PROTECTION, BASED ON TESTING ACCORDING TO UL 305. PUSH PAD TYPE DESIGN.
C. FIRE EXIT DEVICES: COMPLYING WITH NFPA 80 AND LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE AND PANIC PROTECTION, BASEDON TESTING ACCORDING TO UL 305 AND NFPA 252.
I. CYLINDERS:
1. BHMA A156.5, GRADE 1; SIX PIN; RIM OR MORTISE TYPE AS APPLICABLE TO LOCK; WITH INTERCHANGEABLE CORE INSERTS REMOVABLE BY USE OF A SPECIAL KEY; USABLE WITH OTHER MANUFACTURERS' CYLINDERS.
A. CONSTRUCTION KEYING: PROVIDE CONSTRUCTION CORES THAT ARE REPLACEABLE BY PERMANENT CORES. PROVIDE 10 CONSTRUCTION MASTER KEYS.
B. REPLACE CONSTRUCTION CORES WITH PERMANENT CORES TO BE APPROVED BY TENANT.
2. STEEL FRAMES:
A. STEEL DOOR FRAMES: FABRICATED FROM 16 GAGE STEEL SHEET WITH COPED AND WELDED CORNERS; JAMB AND FLOOR ANCHORS AND MORTAR GUARDS.
B. STEEL SIDELIGHT AND BORROWED LIGHT FRAMES: FABRICATED FROM 16 GAGE STEEL SHEET WITH COPED AND WELDED CORNERS, JAMB AND FLOOR ANCHORS AND MORTAR GUARDS. PROVIDE FIXED STOPS ON CORRIDOR OR SECURED SIDE OF PARTITION AND REMOVABLE STOPS ON ROOM OR NON-SECURED SIDE PARTITION.
3. GLAZING IN INTERIOR DOORS AND FRAMES SHALL BE TEMPERED SAFETY GLASS WHERE REQUIRED BY BUILDING CODE AND LOCAL AUTHORITIES HAVING JURISDICTION CODE. GLAZING IN FIRE-RATED DOORS SHALL BE 1/4" THICK, CLEAR WIRED GLASS.
D. SPECIAL DOOR REQUIREMENTS:
1. ALL EXTERIOR PEDESTRIAN DOORS SHALL BE PREPARED FOR SECURITY SYSTEM.
E. HARDWARE FOR FIRE-RATED DOORS AND FRAMES, GENERAL:PROVIDE FIRE-RATED DOOR HARDWARE FOR EACH FIRE-RATED DOOROPENING.
F. DOOR HINGES: BHMA A156.1. LISTED UNDER CATEGORY A INBHMA'S "CERTIFIED PRODUCT DIRECTORY" AND AS FOLLOWS:
1. BHMA A156.2, GRADE 1; SERIES 4000. LISTED UNDER CATEGORY F IN BHMA'S "CERTIFIED PRODUCT DIRECTORY."
A. TYPE: BORED (CYLINDRICAL) LOCKS.
B. TRIM: LEVER AND ROSE, PATTERN SELECTED BY OWNER.
C. LATCHBOLT THROW: AS REQUIRED FOR FIRE-LABELED DOORS AND NOT LESS THAN 1/2-INCH.
D. BACKSET: 2-3/4 INCH.
E. STRIKES FOR BORED LOCKS AND LATCHES: BHMA A156.2.
L. CLOSERS:
1. BHMA A156.4, GRADE 1. LISTED UNDER CATEGORY C IN BHMA'S "CERTIFIED PRODUCT DIRECTORY."
A. PROVIDE TYPE OF ARM REQUIRED FOR CLOSER TO BE LOCATED ON NON-PUBLIC SIDE OF DOOR, UNLESS OTHERWISE INDICATED.
B. WHERE APPROVED BY OWNER, PROVIDE HEAVY-DUTY CLOSER ARMS WITH INTEGRAL, CUSHIONED STOP IN LIEU OF SCHEDULED OVERHEAD STOPS.
M. OPERATING TRIM AND THRESHOLDS:
1. PRODUCED BY ANY BHMA MEMBER AND COMPLYING WITH APPLICABLE BHMA STANDARDS.
2. PROVIDE THRESHOLDS WITH INTEGRAL THERMAL BREAK AT EXTERIOR DOORS.
N. WEATHER GASKETS AND SEALS:1. PRODUCED BY ANY BHMA MEMBER AND COMPLYING WITHAPPLICABLE BHMA STANDARDS.
O. DEMONSTRATION:
1. AFTER SUBSTANTIAL COMPLETION, INSTRUCT OWNER'S PERSONNEL IN THE USE OF THE CYLINDERS AND KEYS. ENGAGE AFACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, ANDMAINTAIN DOOR HARDWARE AND DOOR HARDWARE FINISHES.
Door Notes:A. EGRESS EXIT DOORS ARE EMERGENCY EXIT DOORS AND ARE TO COMPLY WITH THE
CURRENT APPLICABLE CODES (SEE T.100 SHEET). LOCKSET IS NOT PERMITTED TO LOCK INTHE DIRECTION OF EGRESS PER IBC
B. HARDWARE MANUF. AS SPECIFIED, OR APPROVED EQUAL
C. DOOR LOCKS SHALL BE MEDIUM DUTY GRADE 2 OPERATIONAL AND SECURITY
D. ALL WOOD DOORS TO BE PAINT GRADE (SMOOTH) SOLID CORE WOOD DOORS
E. BOTTOM OF DOOR TO MATCH BOTTOM OF CHANGING HUTS
F. MOUNT CHANGING HUT DOOR HINGES; 8" FROM TOP OF DOOR TO TOP OF HINGE,CENTER OF HINGES TO CENTER OF DOOR, 12" FROM BOTTOM OF DOOR TO BOTTOMOF HINGE
G. EXISTING FRONT DOORS TO RECEIVE NEW EGRESS HARDWARE, POSSIBLE REPLACEMENTOF DOOR, SEE OPTIONS
H. EXISTING DOOR TO UPGRADE HARDWARE TO PUSH BAR, REMOVE EXISTING LOCKINGHARDWARE
I. CONCEALED VERTICAL ROD (CVR) TYPE
J. SINGLE SWEEP, MOUNTED INSIDE ONLY
K. DOUBLE SWEEP, MOUNTED INSIDE AND OUTSIDE
L. CONTACT ARCHITECT FOR WALL STOP IF APPLICABLE
M. POOL DOORS MUST VERIFY HANDLE MOUNTING HEIGHTS AND LOCKING REQUIREMENTSBEFORE SHOP DRAWINGS
N. OUTSIDE ALWAYS LOCKED, KEY RETRACTS LATCH FOR ENTRANCE
O. FLUSH BOLTS ARE TO BE INSTALLED AT TOP AND BOTTOM OF BOTH DOORS
A.600
Door Schedule& Details
As Noted
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
Door Types Elevations1/4" = 1'-0"
Door Louver Profile1/4" = 1'-0"
27"
72" M
IN.
48"
(BACK WALL)
38"
30"
27" 40
"
34"
29"
LAV. 17"
TRANSFER TYPEB.F. SHOWER
SEAT MIN.
MA
X.
NOTE:FIXTURES DEPICTED WITHIN THIS SCHEDULE ARESCHEMATIC ONLY. FOR EXACT FIXTURE TYPES ANDQUANTITIES, REFER TO MECHANICAL DRAWINGS.
TOP OFLAVATORY
BOTTOM OFLAV. APRON
BOTTOM OFLAVATORY
BOTTOM OFGLASS
24" x 36"MIRROR
18"MIN.
(BACKWALL)
(SIDEWALL)
15"
60"MIN.HOSE
MAX.
C'TROLAREA
MAX.60"
MIN.HOSE
CONTROLAREA
REFER TOFLOOR PLAN
48"
REFE
R TO
CHA
RT
54" (
P.H.
)60
" (ST
D.)
MARKER BOARD,TACK BOARD,CHALKBOARD,
(SEE SPEC.)40" (
P.H.
)48
" (ST
D.)
PAPER TOWELDISPENSER
(P.T.D.)TELEPHONE48"
FIREEXTINGUISHER
CABINET33
"-36"
TYPI
CA
L
SANITARYNAPKIN
DISPENSER(S.N.D.R.)
ROLL-IN TYPEB.F. SHOWER
MA
X.
WASTERECEPTACLE
THERMOSTAT
SWITCH
(SIDEWALL)
FULLTY
PIC
AL
LENGTH
SOAPDISPENSER
SLOTCOIN/CARD
TOWELBAR
CLOTHESRACK
COMBINATIONP.T.D. & WASTERECEPTACLE
SHELF
SLOTCOIN HAIR
DRYERHANDDRYER
4'-0
"(4
4" w
/ OBS
TRUC
TION
)
(P.H
.)(S
TAN
DA
RD)
W.C.
12"MIN.
36" G.B.
8"
11"27" M
IN.
44" M
AX.M
AX.
(P.H
.)(S
TAN
DA
RD)
36" (
P.H.
)
39" (
STD
.)
33" W
ITHN
O TA
NK
4"
11 2"
15" 48
" MA
X.
33"-3
6"20"
W.C.
UR.
MIN
.
17"
24"
DRINKINGFOUNTAIN(E.W.C.)
MIN.
MIN.
9" MIN
.
3'-6"
36"MAX.
ORI
FICE
HEIG
HT
17"MIN.
7"-9"
12"
TOILET TISSUEDISPENSER(2) OPTIONALLOCATIONS.
SANITARYNAPKINDISPOSAL
12"
MIN
.
39"-41"
18"
MIN
.39
"-41"
17"
15"
60" MIN.
16"-18"LAV.
30"MIN.
17"-1
9"
42"
SUITMATE DRYER
7'-0
"
3'-6
"
3'-6
"
4'-0
"
SHOWERCONTROL
SHAMPOO
SOAPLEDGE
SHOWER HEAD
SHOWER AREA
MIN
.
MIN
.
MA
X.
MA
X.
MA
X.
RIBBONCENTER
36W
FISH BOARD36HX30W
X24D
FISH BOARD36HX30W
X24D
MISC.TOYS36W
RAMP/SLIDE
64HX36W
PLANE65HX56WX14D
CAR57HX30W
X18D
CANOE71HX25W
X15D
MOTORCYCLE42HX34W
X24DBACKERBOARDFIRST
AIDRUBBERMAID FAST TRACK FORLIFE PRESERVERS AND LANEMARKERS
PHONE
BACKERBOARD
EMER.STOP
4'-2
"
4'-8
"
2'-5"
1'-0
"
3'-0
"
7'-0
"
2'-1
0"
6'-6
"
6'-3
"
1'-6" 5 1/2" 10'-0"
7'-6
"5'
-9"
3'-1
0"3'
-6"
1'-6" 1'-6" 1'-6"
5'-9
"
5'-9
"
5'-9
"
3'-8
"
3'-8
"
4'-0
" 5'-6
1/4
"
4'-6
"
1'-4 1/4"
10 1/4"RUBBERMAID METALSHELF FOR CRATES
STORAGE
DOOR (SEE SCHEDULE)
SCHEDULED DOOR FRAME
CAULK BOTH SIDES (TYP.)
GYP. BRD. EA. SIDE OFSTEEL STUD FRAMING ASSCHEDULES
2"2"
SCHEDULED DOOR FRAME
GYP. BRD. EA. SIDE OFSTEEL STUD FRAMING ASSCHEDULES
CAULK BOTH SIDES (TYP.)
DOOR (SEE SCHEDULE)
GYP. BRD. INTERIOR SIDEOF WOOD STUD FRAMING
1X4 DOOR FRAME (FCS-2)- PAINT BOTH SIDES
DOOR (SEE SCHEDULE)
3 1/
2"
VERTICAL SIDING(FCS-1)
1X4 DOOR FRAME (FCS-2)- PAINT BOTH SIDES
VERTICAL SIDING(FCS-1)
GYP. BRD. INTERIOR SIDEOF WOOD STUD FRAMING
3 1/2"
DOOR (SEE SCHEDULE)
A.601
Door Details &Mounting HeightsSchedule
As Noted
Goldfish Swim School9119 East 50th AvenueDenver, CO 80238
Project:
Client:
1412
Ea
st E
leve
n M
ile R
oa
d. R
oya
l Oa
k, M
I 480
67
Sheet Number:
Scale:
Issued:
Seal:
Sheet Title:
Note:
North Arrow:
Do not scale drawings. Usecalculated dimensions only.Verify existing conditions in field.
Project Number:
AR
CH
ITE
CTS
15-254
Pho
ne: 2
48.4
14.9
270
Fa
x: 2
48.4
14.9
275
We
b: k
rieg
erk
latt
.co
m
Goldfish Swim School
07/13/2016 Permits
COLORADO LICENSED
A R C H I T E C T
JEFF
RE
Y GERALD KLATT404307
3" = 1'-0"
Typical H.M.Door Head Detail
3" = 1'-0"
Typical H.M.Door Jamb Detail
3" = 1'-0"
Typical WoodDoor Head Detail
3" = 1'-0"
Typical WoodDoor Jamb Detail
Typical Mounting Heights1/4" = 1'-0"
Typical Mounting Heights1/4" = 1'-0"
Interior Materials / Finish LegendDESIGNATION
- CLEAN AND PREPARE NEW CONCRETE SLAB FOR (1) COAT OF H & CCONCRETE SEALER - CLEAR MATTE WATER BASED
NOTE:DO NOT GET ANY CEILING PAINT ON THESE SLABS AS IT WILL NOT COME OFF.SLABS IN WETSIDE AREAS ARE TYPICALLY NEW CONCRETE.
CEI
LING
C-1
DESCRIPTION
EXPOSED CORRUGATED METAL ROOF AND ROOF FRAMING
MANUFACTURER NO. / STYLE COLOR
B-1 4/4 BOARDS RUSTIC - WOOD COMPOSITE TRIM BOARD, 3/4"THICKNESS - PAINT JAMES HARDIE HARDIE TRIM PAINTED PER ELEVATIONS
B-2 4" RUBBER BASE ROPPE 700 #HC40C72P110-027 BROWN
WA
LL B
ASE
- GRIND/ PREPARE FLOOR PER MANUFACTURER GUIDELINES FOR NEW AND OLDCONCRETE, SMOOTH TRANSITIONS REQUIRED.- REMOVE ALL ADHESIVES/ FLOOR PATCHING DOWN TO CONCRETE SLABWHERE EXISTING.- PATCH AND REPAIR FLOOR (ALL HOLES, DIVETS, NAILS, GOUGES, ETC) TOSMOOTH SURFACE WITH CEMENTIOUS PATCH APPROVED BY CONCRETE SEALERMANUFACTURER
- APPLY (4) COATS OF H & C CONCRETE SEALER - CLEAR MATTE WATER BASEDWITH 3.6 OZ. SHARKGRIP ADDED PER GALLON OF SEALER FOR SLIP RESISTANCE.
CORIANSS-3 DUPONTWINDOW SILL - 1" THICK x 6 1/2" DEEP, VERIFY ALL DIMENSIONS IN FIELD.CORIAN SOLID SURFACE SILL WITH 1" NOSING
PILKINGTON
CORIANSS-4 DUPONTCORAIN SOAP LEDGE - 1" THICK x 5" DEEP, VERIFY ALL DIMENSIONS INFIELD. CORIAN SOLID SURFACE SILL WITH 1/4" ROUND OVER EDGE
SAVANAH
SAVANAH
MYSTIQUE MOONLIGHT
Notes:9.03 SEALANTS INSTALL EXTERIOR CAULKING BETWEEN ALL CRACKS, OPENINGS, HOLES, JOINTS, AND BETWEEN ALL DISSIMILAR
MATERIALS, ETC. TO PREVENT THE INFILTRATION OF AIR, MOISTURE, AND WATER TO THE BUILDING INTERIOR. DO NOT CAULK VINYLJAMB LINERS TO WINDOW FRAME. CAULK ALL NEW INTERIOR TRIM AND INTERIOR CRACKS AND PUTTY ALL NAIL HOLES. AT ALLLOCATIONS WHERE THE MATERIAL TO BE PAINTED ABUTS DRYWALL, CERAMIC TILE, PRE-FINISHES CABINETS, DOOR CASINGS ANDBASE, THE JOINTS SHALL BE CAULKED, FOR EXTERIOR APPLICATIONS, PROVIDE VULKEM 116 POLYURETHANE SEALANT. FORINTERIOR APPLICATIONS, PROVIDE POLYSEAMSEAL ACRYLIC.
PATCH AND REPAIR ALL AREAS OF DAMAGED CONCRETE FLOOR SLAB. PROPERLY FILL ALL DAMAGED FLOORS WITH CEMENTITIOUSPRODUCT PER FLOORING FINISH MANUFACTURER'S RECOMMENDATIONS.
C-3 EXPOSED EXISTING STRUCTURE AND UNDERSIDE OF EXISTING ROOF DECK P-1
WEST WALL
Room Finish ScheduleROOM NAMEROOM NO. SOUTH WALLEAST WALLNORTH WALL
100
CEILING / HEIGHTBASEFLOOR
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
NOTES
101
118
VESTIBULE
OFFICE
STORAGE
OFFICE
VIEWING AREA
SERVICE AREA
RETAIL
CHANGING AREA
HAIR DRY
MEN'S B.F. TOILET
MEN'S B.F. TOILET
WOMEN'S B.F. TOILET
STAFF ROOM
MECHANICAL
SHOWER AREA
WET STORAGE
POOL
CHANGING HUT INTERIOR (TYP.)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-2)
CONC. (FC-2)
CONC. (FC-1)
CONC. (FC-2)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-2)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-1)
CONC. (FC-2)
CONC. (FC-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
WOOD (B-1)
WOOD (B-1)
WOOD (B-1)
F.R.P. (B-3)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
RUBBER (B-2)
PAINT (P-9)
PAINT (P-1)
PAINT (P-9)
PAINT (P-1)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-1)
C-2 / 8' - 10" +/-
C-2 / 12' - 0" +/-
C-2 / 12' - 0" +/-
C-2 / 8' - 0" +/-
C-2 / 8' - 0" +/-
C-2 / 8' - 0" +/-
C-2 / 8' - 0" +/-
C-2 / 8' - 0" +/-
C-2 / 8' - 0" +/-
C - 1 / VARIES
B, D
B
B
B
B
F
B, D, E
B, D, E
B, D
C
WOMEN'S B.F. TOILET
WOMEN'S B.F. TOILET
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
C-3 / VARIES
PAINT (P-1)
PAINT (P-9)
PAINT (P-9)
PAINT (P-1)
PAINT (P-9)
PAINT (P-9)
PAINT (P-1)
PAINT (P-9)
PAINT (P-9)
PAINT (P-1)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9)
PAINT (P-9) PAINT (P-9)
PAINT (P-1)
PAINT (P-1)
PAINT (P-1)
PAINT (P-1)
PAINT (P-1)
PAINT (P-1)
Toilet Accessories ScheduleDESCRIPTION
TOILET PAPER DISPENSER (SURFACE MTD.)
MANUFACTURER/ MODEL
BOBRICK (W/ THEFT RESISTENT)
QUANTITIES IN ROOM NUMBER
109 110 111
PAPER TOWEL DISPENSER W/ ELECTRIC EYE (SURFACE MTD.) BOBRICK OR APPROVED EQUAL
SOAP DISPENSER, RECESSED WALL MOUNT BOBRICK # B-2111
GRAB BARS - BRUSHED STAINLESS STEEL
SIDE BARS #GB-30042-21
BACK BAR
VERTICAL BAR
SURFACE MOUNTED MIRROR, 24"X36"
WALL MOUNTED CLOTHES HOOKS (WHITE)
BABY CHANGING STATION (SURFACE MTD.)
BOBRICK #B-2932436
LIBERTY HARDWARE # B46114Q-W-C5
KOALA KARE KB200-05 (WHITE GRANITE)
1 1 1
1 1 1
1 1 1
1 1 1
3 3 3
1 1 1
GLACIER BAY
#GB-30036-21
#GB-30018-21
SIDE ROLL-IN SHOWER BAR
#GB-30036-21
#GB-30024-21
BACK ROLL-N SHOWER BAR
1 MOUNTED @ ROLL IN SHOWER SIDE WALL INSHOWER AREA(1) ON THE BACK WALL @ ROLL IN SHOWER INSHOWER AREA
Blocking Schedule (Provide All Areas)ACCESSORY BLOCKING BLOCKING ATTCHMENT LOCATION
(HEIGHT)
2 x 4 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS
(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS
17" TO CENTERLINE OF BLOCKING
2 x 6 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS2 x 6 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS2 x 6 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS2 x 6 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS2 x 6 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS
(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS
34" TO CENTERLINE OF BLOCKING
2 x 4 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS
(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS
REFER TO SHEET A.601FOR HEIGHTS
N/A N/A N/A
34" TO CENTERLINE OF BLOCKING
34" TO CENTERLINE OF BLOCKING
34" TO CENTERLINE OF BLOCKING
34" TO CENTERLINE OF BLOCKING
40" TO CENTERLINE OF UPPERBLOCKING, 18" TO LOWER BLOCKING
2 x 6 STUDS SET VERTICAL (2 LOCATIONS),RUNNING HORIZONTALLY BETWEEN STUDS
(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS
42" TO CENTERLINE OF LOWERBLOCKING, 78" TO UPPER BLOCKING
2 x 4 STUDS SET VERTICAL, RUNNINGHORIZONTALLY BETWEEN STUDS
(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS
2 x 6 STUDS SET VERTICAL (2 LOCATIONS),RUNNING HORIZONTALLY BETWEEN STUDS
(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS
REFER TO INTERIOR ELEVATIONS FOREXACT BLOCKING HEIGHTS
36" TO CENTERLINE OF BLOCKING
WALL MOUNTED ADA SHOWER SEAT 2 x 6 STUDS SET VERTICAL (2 LOCATIONS),RUNNING HORIZONTALLY BETWEEN STUDS
(3) 16d GALVANIZED NAILS @ EACHEND THROUGH STUDS
14" TO CENTERLINE OF BLOCKING,10" TO LOWER BLOCKING12
11
10
9
8
7
6
5
4
3
2
1
116
BOBRICK #B-5181 (1) ON BACK WALL @ ROLL IN SHOWER IN EACHSHOWER AREA (2) TOTAL
112 113
1
1
1
1
3
1
1
1
1
1
3
1
BY OWNER
BY OWNER
BY OWNER
Notes:A. OWNER PROVIDED FLOOR MAT
B. REFER TO INTERIOR ELEVATIONS FOR PAINT DESIGNATIONS
C. TYPICAL FOR INTERIOR OF ALL CHANGING ROOMS. REFER TO ELEVATIONS FOR EXTERIOR PAINTDESIGNATION AND FINISH
D. REFER TO INTERIOR ELEVATIONS FOR PAINT DESIGNATIONS. PROVIDE MARINE GRADE PAINT ON ALLEXPOSED STEEL AND SEALANTS TO MATCH COLORS
E. PROVIDE CERAMIC TILE (WC-1) TO 6'-0" PROVIDE 5/8" CEMENT BOARD BEHIND ALL TILE AREAS
F. PROVIDE F.R.P. (B-3) FROM FLOOR TO 4'-0" A.F.F. FOR ALL FRAMED WALLS, EXCLUDING ACIDSTORAGE CLOSET
General Room Finish Notes:1. SUBMIT FINISH, COLOR, AND MATERIAL SAMPLES TO ARCHITECT PRIOR TO ORDERING, FABRICATING,
OR INSTALLING
2. WHERE PAINT IS SPECIFIED, ALL GYPSUM BOARD SURFACES ARE TO RECEIVE (1) COAT PRIMER AND (2)SEPARATE COATS OF PAINT
3. WHERE WALL COVERING IS SPECIFIED, APPLY (1) COAT OF PRIMER AND FURNISH AND INSTALL WALLCOVERING
4. ALL INTERIOR FINISHES ARE TO HAVE A FLAME SPREAD OF CLASS C. ALL INTERIOR FINISHES IN EXITENCLOSURES (INCLUDING PAINT) TO HAVE A CLASS B RATING
5. ALL VISIBLE WALL MOUNTED COVER PLATES AND ACCESS PANELS ARE TO BE PAINTED TO MATCHADJACENT WALL FINISH U.N.O.
6. WHERE SPECIFIED, FIRE EXTINGUISHER CABINETS, FIRE HOSE VALVE CABINETS, AND MISCELLANEOUSSPECIALTIES ARE TO BE PAINTED TO MATCH ADJACENT SURFACE
7. PAINTING CONTRACTOR SHALL CAULK AS REQUIRED FOR A COMPLETE FINISHED JOB @ ALL DOORFRAMES AND WINDOWS, GAPS, AND JOINTS, ETC.
8. ALL CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME RATING OF 25 OR LESS AND ASMOKE DEVELOPED RATING OF 450 OF LESS WHEN TESTED IN ACCORDANCE WITH ASTM E-84. EXPOSED FOIL FACED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND SMOKEDEVELOPED RATING OF 450 OR LESS
9. ALL THRESHOLDS TO BE A MAXIMUM OF 1/2" HIGH AT INTERIOR AND EXTERIOR DOORWAYS.THRESHOLDS HIGHER THAN 1/4" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2
10. FLOOR TRANSITION STRIPS TO BE SIMILAR OR EQUAL TO AS FOLLOWS:A.) TILE / CARPET TRANSITIONS TO HAVE A RENO-TK SLOPED TRANSITION STROP BY SCHLUTER SYSTEMS
11. ALL INTERIOR COMPONENTS SUPPLIED BY ONE SOURCE RETAIL SHALL COMPLY TO THE APPLICABLECURRENT CODES / BARRIER FREE CODES PER SHEET T.100
12. ALL FINISHES SHALL COMPLY WITH IBC TABLE 803.9
13. VCT BASE IS REQUIRED AROUND ALL MILLWORK ITEMS SUPPLIED BY OSR (RECEPTION / HAIR DRYER /CUBBIES / ETC.)
14. GC & PAINTING CONTRACTOR ARE REQUIRED TO WORK WITH SHERWIN WILLIAMS REP. ON ALLPREPARATION OF WALLS / CEILINGS. CONTACT THE FOLLOWING:
FOR GENERAL QUESTIONS AND PRICING:BRIAN EARLEY: (313) 999-5118
