CONNECTION NAILING DERIVED FROM TABLE
7
JOIST TO SILL OR GIRDER, TOE NAIL 3 8-D 1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8D OR 2-1 3/4" STAPLES SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16D @ 16" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 2-16D STUD TO SOLE PLATES, TOE NAIL 4-8D OR 3-10D DOUBLE STUDS, FACE NAIL 10D @ 24" O.C. DOUBLE TOP PLATES, FACE NAIL 16D @ 16"O.C. DOUBLE TOP PLATES, AT END JOINTS, FACE NAIL 8 - 16D SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16D @ 16"O.C. DOUBLED TOP PLATES, FACE NAIL OR LAP SPLICE 8-16D BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOE NAIL 3-8D RIM JOIST TO TO PLATE, TOE NAIL 8D 6" O.C. TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL 2-10D BUILT-UP OR CONTINUOS HEADER 16D @ 16" O.C., EDGE NAIL CEILING JOIST TO PLATE, TOE NAIL 3-8D OR 3-10D CONTINUOUS HEADER TO STUD, TOE NAIL 4-8D CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-10D CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-10D RAFTER TO PLATE, TOE NAIL 2-16D 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8D OR 2 1 3/4" STAPLES 1" X 6" SHEATHING TO EACH BEARING, FACE NAIL 2-8D OR 2 -1 10D 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8D OR 3 -1 10D WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8D OR 4 1 3/4" STAPLES BUILT-UP CORNERS STUDS 10D @ 12" O.C. OR 16D@ 16" O.C. 2" PLANKS 2-16D @ EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY, OR HIP RAFTERS, TOE NAIL 4-16D ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS, FACE NAIL 3-16D COLLAR TIES TO RAFTERS, FACE NAIL 3-10D OR PER PLANS CONNECTION NAILING DERIVED FROM TABLE 2304.10.1 APPLICABLE CODES: 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA ELECTRIC CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA RESIDENTIAL CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 ENERGY CODE N SITE PLAN 1" = 10' CALISTOGA AVE RANDOLF ST. 10' 10' OFFICE BUILDING 70.77' 25.82' 115.62' 95' PARKING PARKING GAS ELECTRIC CONCRETE SIDEWALK CONCRETE SIDEWALK BUILDING ENTRANCE SHT: OF 7 Scale: VARIES Date: Design by: RCW 6/8/21 R & S HOMES, INC. 10 CAMINO MONTE SOL ALAMO, CALIFORNIA 94507 925 943-7735 TENTANT IMPROVEMENT 1205 RANDOLPH ST NAPA, CA. APN 003-133-015-000 1 SCOPE OF WORK SITE LOCATION TABLE OF CONTENTS SHT 1.) PLOT PLAN SHT 2.) FLOOR PLAN - EXISTING SHT 2.) FLOOR PLAN - NEW SHT 3.) ELECTRICAL SHT 4.) ADA LAYOUT SHT 5.) ADA DETAILS SHT 6.) ROOF FRAMING PLAN SHT 6.) FOUNDATION PLAN SHT 7.) CALGREEN MEASURES ZONING: DOWNTOWN NEIGHBORHOOD SPRINKLERS: NO CONSTRUCTION: "V-B" TOTAL AREA OF BUILDING = 1800 SQFT OCCUPANCY: "B" OCCUPANCY LOAD: CONFERNCE ROOM: 267 SQFT / 15 = 18 OFFICE SPACE: 1563 SQFT / 100 = 16 TOTAL = 34 1.) MUDSILL SHALL BE PRESSURE TREATED DOUG FIR. (P.T.D.F.) 2.) PROVIDE SOLID BEARING BETWEEN ALL POST TO FOUNDATION. 3.) INSTALL HOLDOWNS PER MANUFACTURES SPECIFICATIONS. REFER TO FLOOR PLAN FOR EXACT LOCATIONS. 4.) USE 2500 PSI CONCRETE UNLESS OTHERWISE SPECIFIED. 5.) USE GRADE 40 OR BETTER FOR #4 BARS, GRADE 60 FOR #5 OR LARGER. SPLICE LENGTHS: #4 BARS = 41" , #5 BARS = 51". 6.) ANCHOR BOLTS SHALL BE A307 - 5/8" DIAMETER W/ MIN. 7" EMBEDMENT, 12" LONG. USE 3" X 3" X ¼" SQUARE WASHERS. MIN 2 ANCHORS PER PLATE. EDGE OF SILL PLATE TO BE 1/2" MAX FROM THE FACE OF WALL SHEATHING. 7.) UNDER FLOOR VENTILATION: 1 SQFT FOR 150 SQFT OF CRAWL SPACE. 8.) FOOTINGS AND FOUNDATION PADS SHALL BEAR OF FIRM, UNDISTURBED NATURAL SOIL UNLESS OTHERWISE INDICATED. 9.) ALL CONCRETE SHALL BE REINFORCED UNLESS NOTED "NON REINFORCED". 11.) ALL DRAINAGE TO BE DIRECTED AWAY FROM THE FOUNDATION 12.) MINIMUM CONCRETE COVER: 3" EXPOSED OR AGAINST EARTH, 2" OPEN TO WEATHER. 13.) IF NO SOILS REPORT IS PROVIDED, FOUNDATION WILL BE DESIGNED TO MINIMUM STANDARDS AND / OR MATCH EXISTING FOUNDATION TYPE. CLIENT ASSUMES RESPONSIBILITY FOR FOUNDATION PERFORMANCE. 14.) EPOXY FOR IMBEDS SUCH AS ALLTHREAD RODS FOR HOLDOWNS, REBAR DOWELS TO BE "SIMPSON SET-XP" . ICC-ES-ESR-2508 15.) DRILLED PIERS TO BE OBSERVED AND PIER DEPTHS CERTIFIED BY GEOTECHNICAL ENGINEER OR SPECIAL INSPECTOR 1.) SUBFLOOR SHALL BE ¾" T & G STURDIFLOOR PLYWOOD GLUED AND SCREWED W/ 2" #10 SCREW AT 6" O.C. EDGES, 10" O.C. FIELD. 2.) ROOF SHALL BE ½" CDX OR OSB WITH 8 PENNY NAILS AT 6" O.C. EDGES, 12" O.C. FIELD. 3.) ALL SHEARWALL PLYWOOD JOINTS SHALL BE BLOCKED PER SHEARWALL SCHEDULE 4.) ALL GLUE-LAMINATED MEMBERS SHALL BE A COMBINATION 24F-V6 FABRICATED AND ERECTED IN COMPLIANCE WITH THE CBC 2016 ADHESIVE SHALL BE EXTERIOR TYPE ADHESIVE MEETING THE REQUIREMENTS OF U.S. COMMERCIAL STANDARD PS-56-73 AND ASTM 2559-70. ALL PARALLAMS TO BE MIN 2900 PSI BENDING, 290 PSI SHEAR, MODULUS OF ELASTICITY TO BE MIN 2.0 X 10-6PSI 5.) MINIMUM NAILING REQUIREMENTS TO MEET 2016 CBC 2304.10.1 FASTENER SCHEDULE 6.) FRAMING LUMBER SHALL BE DOUG FIR - LARCH, MAX 19% MOISTURE CONTENT AT TIME OF INSTALLATION AND FABRICATION STUDS: CONSTRUCTION OR BETTER JOISTS: #2 OR BETTER 4" X BEAMS #2 OR BETTER 6" X BEAMS #1 OR BETTER 7.) ALIGN CENTERLINE OF STUDS WITH CENTERLINE OF FLOOR JOIST. 8.) ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER TO BE PRESSURE TREATED 9.) CUTTING AND NOTCHING: DO NOT CUT OR NOTCH WOOD MEMBERS UNLESS SHOWN IN DETAILS. WALL STUDS MAY BE BORED IN THE CENTER OF THE STUD, MAXIMUM SIZE HOLE MAY NOT EXCEED 40% OF THE STUD MEMBER. 10.) ALL STEEL, FASTENERS, AND CONNECTIONS TO BE GALVANIZED. 11.) DOUBLE TRIMMER RAFTERS AND HEADERS AROUND OPENINGS IN ROOF AND CEILING FRAMING. ANCHORS OR HANGERS WHERE HEADER RAFTERS EXCEED 6'. FOUNDATION NOTES CARPENTRY NO OFFSITE PARKING OWNER: POZZAN RANDOLPH BUILDING, LLC MARY ANN POZZAN MANAGER / OWNER 1140 YOUNTVILLE RD. NAPA, CA 94558 ATTACHMENT 3
Transcript of CONNECTION NAILING DERIVED FROM TABLE
JOISTTOSILLORGIRDER,TOENAIL 38-D
1"X6"SUBFLOORORLESSTOEACHJOIST,FACENAIL 2-8DOR2-13/4"STAPLES
SOLEPLATETOJOISTORBLOCKING,FACENAIL 16D@16"O.C.
TOPORSOLEPLATETOSTUD,ENDNAIL 2-16D
STUDTOSOLEPLATES,TOENAIL 4-8DOR3-10D
DOUBLESTUDS,FACENAIL 10D@24"O.C.
DOUBLETOPPLATES,FACENAIL 16D@16"O.C.
DOUBLETOPPLATES,ATENDJOINTS,FACENAIL 8-16D
SOLEPLATETOJOISTORBLOCKINGATBRACEDWALLPANELS 3-16D@16"O.C.
DOUBLEDTOPPLATES,FACENAILORLAPSPLICE 8-16D
BLOCKINGBETWEENJOISTORRAFTERSTOTOPPLATE,TOENAIL 3-8D
RIMJOISTTOTOPLATE,TOENAIL 8D6"O.C.
TOPPLATES,LAPANDINTERSECTIONS,FACENAIL 2-10D
BUILT-UPORCONTINUOSHEADER 16D@16"O.C.,EDGENAIL
CEILINGJOISTTOPLATE,TOENAIL 3-8DOR3-10D
CONTINUOUSHEADERTOSTUD,TOENAIL 4-8D
CEILINGJOISTS,LAPSOVERPARTITIONS,FACENAIL 3-10D
CEILINGJOISTSTOPARALLELRAFTERS,FACENAIL 3-10D
RAFTERTOPLATE,TOENAIL 2-16D
1"BRACETOEACHSTUDANDPLATE,FACENAIL 2-8DOR213/4"STAPLES
1"X6"SHEATHINGTOEACHBEARING,FACENAIL 2-8DOR2-110D
1"X8"SHEATHINGTOEACHBEARING,FACENAIL 3-8DOR3-110D
WIDERTHAN1"X8"SHEATHINGTOEACHBEARING,FACENAIL 3-8DOR413/4"STAPLES
BUILT-UPCORNERSSTUDS 10D@12"O.C.OR16D@16"O.C.
2"PLANKS 2-16D@EACHBEARING
ROOFRAFTERSTORIDGE,VALLEY,ORHIPRAFTERS,TOENAIL 4-16D
ROOFRAFTERSTORIDGE,VALLEYORHIPRAFTERS,FACENAIL 3-16D
COLLARTIESTORAFTERS,FACENAIL 3-10DORPERPLANS
CONNECTION NAILINGDERIVEDFROMTABLE2304.10.1
APPLICABLECODES:
2016CALIFORNIABUILDINGCODE2016CALIFORNIAELECTRICCODE2016CALIFORNIAMECHANICALCODE2016CALIFORNIAPLUMBINGCODE2016CALIFORNIARESIDENTIALCODE2016CALIFORNIAFIRECODE2016CALIFORNIAGREENBUILDINGSTANDARDSCODE2016ENERGYCODE
N
SITEPLAN1"=10'
CALISTOGAAVE RANDOLF
ST.
10'
10'
OFFICEBUILDING
70.77'25.82'
115.62'
95'
PARKINGPARKING
GAS
ELECTRIC
CONCRETESIDEWALK
CONCRETESIDEWALK
BUILDINGENTRANCE
SHT:
OF7
Scale:VARIES
Date:
Designby:RCW
6/8/21
R&SHOMES,INC.
10CAMINOMONTE
SOL
ALA
MO,C
ALIFO
RNIA
9450
79
25943
-773
5
TENTA
NTIMPROVEMENT
1205
RANDOLP
HST
NAPA,C
A.
APN003
-133
-015
-000
1
SCOPEOFWORK
SITELOCATION
TABLEOFCONTENTS
SHT1.)PLOTPLANSHT2.)FLOORPLAN-EXISTINGSHT2.)FLOORPLAN-NEWSHT3.)ELECTRICALSHT4.)ADALAYOUTSHT5.)ADADETAILSSHT6.)ROOFFRAMINGPLANSHT6.)FOUNDATIONPLANSHT7.)CALGREENMEASURES
ZONING:DOWNTOWNNEIGHBORHOODSPRINKLERS: NOCONSTRUCTION:"V-B"TOTALAREAOFBUILDING=1800SQFT
OCCUPANCY:"B"OCCUPANCYLOAD:CONFERNCEROOM:267SQFT/15=18OFFICESPACE:1563SQFT/100=16TOTAL=34
1.)MUDSILLSHALLBEPRESSURETREATEDDOUGFIR.(P.T.D.F.)
2.)PROVIDESOLIDBEARINGBETWEENALLPOSTTOFOUNDATION.
3.)INSTALLHOLDOWNSPERMANUFACTURESSPECIFICATIONS.REFERTOFLOORPLANFOREXACTLOCATIONS.
4.)USE2500PSICONCRETEUNLESSOTHERWISESPECIFIED.
5.)USEGRADE40ORBETTERFOR#4BARS,GRADE60FOR#5ORLARGER.SPLICELENGTHS:#4BARS=41",#5BARS=51".
6.)ANCHORBOLTSSHALLBEA307-5/8"DIAMETERW/MIN.7"EMBEDMENT,12"LONG.USE3"X3"X¼"SQUAREWASHERS.MIN2ANCHORSPERPLATE.EDGEOFSILLPLATETOBE1/2"MAXFROMTHEFACEOFWALLSHEATHING.
7.)UNDERFLOORVENTILATION:1SQFTFOR150SQFTOFCRAWLSPACE.
8.)FOOTINGSANDFOUNDATIONPADSSHALLBEAROFFIRM,UNDISTURBEDNATURALSOILUNLESSOTHERWISEINDICATED.
9.)ALLCONCRETESHALLBEREINFORCEDUNLESSNOTED"NONREINFORCED".
11.)ALLDRAINAGETOBEDIRECTEDAWAYFROMTHEFOUNDATION
12.)MINIMUMCONCRETECOVER:3"EXPOSEDORAGAINSTEARTH,2"OPENTOWEATHER.
13.)IFNOSOILSREPORTISPROVIDED,FOUNDATIONWILLBEDESIGNEDTOMINIMUMSTANDARDSAND/ORMATCHEXISTINGFOUNDATIONTYPE.CLIENTASSUMESRESPONSIBILITYFORFOUNDATIONPERFORMANCE.
14.)EPOXYFORIMBEDSSUCHASALLTHREADRODSFORHOLDOWNS,REBARDOWELSTOBE"SIMPSONSET-XP".ICC-ES-ESR-2508
15.)DRILLEDPIERSTOBEOBSERVEDANDPIERDEPTHSCERTIFIEDBYGEOTECHNICALENGINEERORSPECIALINSPECTOR
1.)SUBFLOORSHALLBE¾"T&GSTURDIFLOORPLYWOODGLUEDANDSCREWEDW/2"#10SCREWAT6"O.C.EDGES,10"O.C.FIELD.
2.)ROOFSHALLBE½"CDXOROSBWITH8PENNYNAILSAT6"O.C.EDGES,12"O.C.FIELD.
3.)ALLSHEARWALLPLYWOODJOINTSSHALLBEBLOCKEDPERSHEARWALLSCHEDULE
4.)ALLGLUE-LAMINATEDMEMBERSSHALLBEACOMBINATION24F-V6FABRICATEDANDERECTEDINCOMPLIANCEWITHTHECBC2016ADHESIVESHALLBEEXTERIORTYPEADHESIVEMEETINGTHEREQUIREMENTSOFU.S.COMMERCIALSTANDARDPS-56-73ANDASTM2559-70.ALLPARALLAMSTOBEMIN2900PSIBENDING,290PSISHEAR,MODULUSOFELASTICITYTOBEMIN2.0X10-6PSI
5.)MINIMUMNAILINGREQUIREMENTSTOMEET2016CBC2304.10.1FASTENERSCHEDULE
6.)FRAMINGLUMBERSHALLBEDOUGFIR-LARCH,MAX19%MOISTURECONTENTATTIMEOFINSTALLATIONANDFABRICATION
STUDS:CONSTRUCTIONORBETTERJOISTS:#2ORBETTER4"XBEAMS#2ORBETTER6"XBEAMS#1ORBETTER
7.)ALIGNCENTERLINEOFSTUDSWITHCENTERLINEOFFLOORJOIST.
8.)ALLWOODINCONTACTWITHCONCRETEOREXPOSEDTOWEATHERTOBEPRESSURETREATED
9.)CUTTINGANDNOTCHING:DONOTCUTORNOTCHWOODMEMBERSUNLESSSHOWNINDETAILS.WALLSTUDSMAYBEBOREDINTHECENTEROFTHESTUD,MAXIMUMSIZEHOLEMAYNOTEXCEED40%OFTHESTUDMEMBER.
10.)ALLSTEEL,FASTENERS,ANDCONNECTIONSTOBEGALVANIZED.
11.)DOUBLETRIMMERRAFTERSANDHEADERSAROUNDOPENINGSINROOFANDCEILINGFRAMING.ANCHORSORHANGERSWHEREHEADERRAFTERSEXCEED6'.
FOUNDATIONNOTES
CARPENTRY
NOOFFSITEPARKING
OWNER:
POZZANRANDOLPHBUILDING,LLCMARYANNPOZZANMANAGER/OWNER1140YOUNTVILLERD.NAPA,CA94558
ATTACHMENT 3
DW
8094
MU
3068
2228
FX64
28DC
1670SC60701670SC116121MU116121MU1670SC60701670SC
2880
2880
2080SC
3080
3020SC 3020SC 3020SC
3080
3080
3068
3068
2868
4080
6'tall
6'tall
6'tall
6'tall
TABLE
chair
chair
DESK FILE
DESK FILE
DESK FILE
13'-10" 16'-11" 13'-9" 15'-6"
30'
60'
1800SQFT
16'-10"X13'
13'X15' 16'-1"X15'
13'-5"X19'-11"
8'X8'-1"
14'-8"X9'
14'-8"X10'-6"
6'-5"X9'-11"
17'-8"X13'
7'-9"X8'-1"
LIVINGAREA
RECEPTIONOFFICE
OFFICE
OFFICE
CONFERENCE/TASTINGROOM
WC ADAGUESTRESTROOM
STORAGE
PREPARATIONAREA
OFFICE
SHT:
OF7
Scale:VARIES
Date:
Designby:RCW
6/8/21
R&SHOMES,INC.
10CAMINOMONTE
SOL
ALA
MO,C
ALIFO
RNIA
9450
79
25943
-773
5
TENTA
NTIMPROVEMENT
1205
RANDOLP
HST
NAPA,C
A.
APN003
-133
-015
-000
2
FLOORPLANGENERALNOTES
AIRDUCTSPENETRATINGWALLORCEILINGTOBEMIN.26GA..
REQUIREDCOMBUSTIONAIRANDCARBONMONOXIDEVENTSFORFUELBURNINGEQUIP.ENCLOSURE.
ALLTOILETSTOBE1.28GAL/FLUSH.30"WIDECLEARSPACE,MIN24"CLEARINFRONTOFTOILET.SHOWERTOBE2.0GALLONS/[email protected]/TEMPERATUREBALANCEMIXINGVALVEFORTUBANDSHOWERS.LAVATORYFAUCETS:MAXFLOWRATENOTTOEXCEED1.5GALLONS/MINAT60PSIANDNOTLESSTHAN.8GAL/MINAT20PSI.KITCHENFAUCETS:NOTTOEXCEED1.8GAL/MINAT60PSI-SEECGBSC4.303.1.4.4ANDCPC403.6
CONTRACTORTOFIELDVERIFYALLDIMENSIONSPRYORTOSTARTOFCONSTRUCTION.
WATERLINES.PRESSUREABSORBINGDEVICESORAPPROVEDMECH.DEVICESAREREQUIREDONWATERLINES,LOCATEDASCLOSEASPOSSIBLETOQUICKACTINGVALVES.
TEMPEREDSAFETYGLASSPERCODE.DOORSANDPANELSOFSHOWERANDBATHROOMENCLOSURESANDADJACENTWALLOPENINGSWITHIN60"ABOVEASTANDINGSURFACEANDDRAININLETSHALLBEFULLYTEMPERED,LAMINATEDSAFETYGLASS.SAFETYGLASSATWINDOWSADJACENTTOTUB,SHOWER,ANDWITHIN24"OFEITHEREDGEOFANYDOOR.GLAZINGINSLIDINGGLASSDOORS.
FURNACEANDWATERHEATER.PROVIDECOMBUSTIONAIR,LIGHT,PLUGANDPROPERCLEARANCE.
FLOORPLANLAYOUT1/4"=1'0"
RANDOLFSTREETELEVATION CALISTOGAAVEELEVATION
ATTACHMENT 3
LEFTELEVATION1/4"=1'0"
RIGHTELEVATION1/4"=1'0"
1/4"=1'0"
BACKELEVATION
1/4"=1'0"
FRONTELEVATION
1205
SHT:
OF7
Scale:VARIES
Date:
Designby:RCW
6/8/21
R&SHOMES,INC.
10CAMINOMONTE
SOL
ALA
MO,C
ALIFO
RNIA
9450
79
25943
-773
5
TENTA
NTIMPROVEMENT
1205
RANDOLP
HST
NAPA,C
A.
APN003
-133
-015
-000
3
SEPERATEBRANCHCIRCUITSFORNEWDISHWASHERANDGARBAGEDISPOSALEXHAUSTFANLIGHTINGMUSTMEETCODE.EXHAUSTFANSHALLBESWITCHEDSEPERATELY.MIN100CFMORPERSTOVEMNFR,WHICHEVERISGREATER,ANDAMAX3.0SONERATEFORKITCHENEXHAUSTFAN
RECESSEDDOWNLIGHTSINCEILINGSSHALLNOTCONTAINSCREW-BASEDSOCKETS,COMPLYWITHELEVATEDTEMPERATUREREQUIREMENTSANDINSTALLEDLAMPSMUSTBEMARKED"JA8-2016-E"ANDMUSTBECONTROLLEDBYADIMMERORVACANYSENSORALLEXTERIORRECEPTACLEOUTLETSTOBEBOTHGFCI/WP.ALLNEWRECEPTACLESTOBETAMPERRESISTANTOUTDOORLIGHTINGMUSTBEHIGHEFFICACYANDCONTROLLEDBYMANUALONANDOFFSWITCHANDUSEOFAUTOMATICCONTROLTYPES.CLOSETSLARGERTHAN70SQFTMUSTBEONAVACANCYSENSORLIGHTFIXTURESINTUBORSHOWERENCLOSURESWITHLABEL"SUITABLEFORDAMPLOCATIONS".NEC410-4(A).ALLCIRCUITSTHATSUPPLYOUTLETSSHALLBEANARC-FAULTCIRCUITINTERRUPTERINTHEFOLLOWINGROOMS:(CEC210.12(A)BED,FAMILY,DINING,LIVINGROOMS,DENS,HALLWAYSANDCLOSETS.
ALLSMOKEDETECTORSTOBEHARDWIRED.
MECHANICALNOTES
DUCTWORK.DUCTWORKSHALLUSEPRESSURESENSITIVETAPES,MASTICS,AEROSOLSEALANTSOROTHERCLOSURESYSTEMSMEETINGAPPLICABLEUL181AANDBREQUIREMENTS.DRAWBANDSUSEDWITHFLEXIBLEDUCTSSHALLBEEITHERSTAINLESS-STEEL,WORM-DRIVENHOSECLAMPSORUV-RESISTANTNYLONDUCTTIES.INADDITION,DRAWBANDSMUSTHAVEAMINIMUMTENSILESTRENGTHRATINGOF150POUNDSANDBETIGHTENEDASRECOMMENDEDBYTHEMANUFACTURER.
TERMINATIONOFALLENVIROMENTALAIRDUCTSSHALLBEAMINIMUMOF3FEETFROMANYOPENINGSINTHEBUILDING(i.e.,DRYERS,BATHANDUTILITYFANS,ETC.)MUSTBE3'AWAYFROMDOORS,WINDOWS,OPENINGSKYLITES,ORATTICVENTS.CMC502.2.1
BATHROOMEXHAUSTFANSSHALLBEENERGYSTARCOMPLIANT,TERMINATEOUTSIDETHEBUILDING,ANDWILLBECONTROLLEDBYAHUMIDITYCONTROLCAPABLEOFADJUSTMENTBETWEENARELATIVEHUMIDITYRANGEOF50TO80PERCENT.
INSTALLATIONINSTRUCTIONSFORALLLISTEDEQUIPMENTSHALLBEPROVIDEDTOTHEINSPECTORATTIMEOFINSPECTION.30"X36"SERVICEWORKAREASINFRONTOFALLDISCONNECTS,ACCOMPRESSORS,SERVICEEQUIP.PANELS,SUBPANELSETC.WITHAMIN.OF6'5"HEADROOM.NEC110-26.PROVIDEADDITIONALWATERTIGHTCORROSIONRESISTANTMETALPANBELOWCONDENSATEPRODUCINGEQUIPMENTINSTALLEDINTHEATTICORFURREDSPACED.
30"CLEARWIDTHATTOILETAND24"CLEARANCEINFRONTOFTOILET.PROVIDEDMECH.VENTILATIONCAPABLEOFPROVIDING5AIRCHANGESPERHOURINBATHROOMS,WATERCLOSETCOMPARTMENTS,LAUNDRYROOMANDSIMILARROOMS.(DUCTLESS)FANSARENOTACCEPTABLEINROOMSCONTAININGSHOWERS.GFIATALLCOUNTERTOPS.
ATTACHMENT 3
3080
3068
buffet-84"tall
8'X8'-1"
14'-8"X10'-6"
6'-5"X9'-11"
7'-9"X8'-1"
CONFERENCE/TASTINGROOM
FIRSTFLOORPLAN-NEW
WC
WC
STORAGESHELVESUNDERWINDOW
STORAGE
18"
11
22
33
60"MIN
88
WC ADAGUESTRESTROOM
STORAGE
PREPARATIONAREA
NEW2"LINEFORSINK
ABANDONPLUMBINGANDSINK
116121MU
FIRSTFLOORPLAN-NEW
RAISECEILINGTOMATCHRESTOFOFFICE
ADACOMPLIANCEREQUIREMENTS
44
66
55
REMOVEEXISTINGSURFACE-INSTALLCOLOREDCONCRETEFINISH
SAFETYGLAZING
FIRSTFLOORPLAN-NEW
11 MOVETOILETTO18"FROMWALL-SEEDETAIL1/5
22 NEWTOILETPAPERDISPENSER-SEEDETAIL1/5
33 REPLACE2'8"DOORWITHNEW3'0"DOOR-SEEDETAIL2/5
44 REPLACEDOUBLEFRENCHDOOR-SEEDETAIL2/5
55 REPLACETHRESHOLD-SEEDETAIL3/5
66 REPLACELANDING-SEEDETAIL2/5
77 SIGNAGE-SEEDETAIL4/5
88 SIGNAGE-SEEDETAIL1/5
1ACCESSABLEBATHROOMREQUIRED
FIRSTFLOORPLAN-NEW
11 MOVETOILETTO18"FROMWALL-SEEDETAIL1/5
22 NEWTOILETPAPERDISPENSER-SEEDETAIL1/5
33 REPLACE2'8"DOORWITHNEW3'0"DOOR-SEEDETAIL2/5
44 REPLACEDOUBLEFRENCHDOOR-SEEDETAIL2/5
55 REPLACETHRESHOLD-SEEDETAIL3/5
66 REPLACELANDING-SEEDETAIL2/5
77 SIGNAGE-SEEDETAIL4/5
88 SIGNAGE-SEEDETAIL1/5
SHT:
OF7
Scale:VARIES
Date:
Designby:RCW
6/8/21
R&SHOMES,INC.
10CAMINOMONTE
SOL
ALA
MO,C
ALIFO
RNIA
9450
79
25943
-773
5
TENTA
NTIMPROVEMENT
1205
RANDOLP
HST
NAPA,C
A.
APN003
-133
-015
-000
4
11
22
ATTACHMENT 3
RAMPHANDRAILDETAIL
4'-0"MAX.
3
GALV.MTLSTANTIONS-TYP.
1-1/2"O.D.GALV.STEELHANDRAIL,BOTHSIDESOFRAMP
4'-0"MAX.
1:12MAX.SLOPE
4'-0"MAX.
1:12SLOPEMAX.
-3
1-1/2"O.D.GALV.STEELHANDRAIL
STAMPEDGALV.STEELWALLBRACKETSAT4'-0"O.C.,TYP.
PROVIDE2"CONTRASTINGCOLORSTRIPEATTOPANDBOTTOMRISERS
TYP.
CL
-
TREADWIDTH
L
C
-11/21/21/8
1/8
11/2"X11/2"SQ.TUBEHANDRAIL-EASEEDGES
SOLIDWOODSTUDBLOCKING
FASTENBRACKETTOPARTITIONWALLSWITH#14TEKSCREWS,3/8"x3"TOGGLEBOLTSOR3/8"LAGSCREWS(ATCONCRETE&MASONRYWALLSUSE3/8"DIA.EXP.BOLTOR3/8"DIA.SLEEVEANCHOR)
FACTORYATTACHED7GA.STEELSTAMPEDWALLRAILBRACKET
32ft.SCALE
:0 3in. 6in. 1ft.
N.T.S.STAIRS&HANDRAIL
1
1
1
1
MIRROR
SOAPDISPENSER
INSULATEH.W.PIPES,TYP.
LAVATORY
UNISEX
1.ACRYLICSIGNS1/4"THICKTYP.COLORTOBESELECTED&CONTRASTDOORCOLOR
2.PLAQUESSHALLBECEMENTEDTOTOILETROOMDOORS(U.O.N.)@60"FROMFINISHFLOORTOCENTEROFPLAQUE
BRAILLEPLAQUEISTOBEMOUNTEDAT40"A.F.F.TOITSCENTERLINEAND6"FROMTHESTRIKESIDEOFTHEDOOR,BRAILLEPLAQUETOBEACRYLICWITHCOLORTOMATCHADJ.SIGN.
RECESSEDPAPERTOWELDISPENSER
LAVATORYINCOUNTER
NAPKIN/TAMPONDISPENSER 42"GRABBAR
LAVATORY SANITARYNAPKINDISPENSER HANDICAPTOILET
URINAL
URINAL
36"GRABBAR
STANDARDURINALACCESSIBLEURINALHANDICAPTOILET
TOILET
SIGNREADING"MEN"W/BRAILLE
10"MINMTLKICKPLATE
12"ØUNISEXADARESTROOMSIGN
SIGNREADING"WOMEN"W/BRAILLE
NOTE:ALLSIGNAGESHALLCOMPLYWITHSECTION1117B.5OFTHE2016CALIFORNIABUILDINGCODEASAPPLICABLE
TYPICALRESTROOMDETAILSANDMOUNTINGHTS
SANITARYNAPKIN/DISPOSAL
TOILETPAPERHOLDER
36"MIN
12"MIN
2'9"TYP.
1'6"3'4"MAX
8"MIN
2'10"MAX
2'5"MIN
3'4"MAX
54"MIN
8"
1'6"
2'0"
1'7"
12"
5'0"TYP.
1
-PROVIDEMINIMUM10"KICKPLATEATBOTTOMOFDOOR.-MAXIMUMOPENINGFORCEATDOORTOBENOMORETHAN5LBS.
NOTE:EXITDOORCLEARANCES:PERSECTION1133B.2.4.2,THEMANEUVERINGCLEARENCEATDOORSSHALLBE60"INTHEDIRECTIONOFTRAVELAND48"INTHELENGTHOPPOSITETHEDIRECTIONOFTRAVELVERIFYALLEXISTINGENTRYDOORSALONGPATHOFTRAVELCOMPLYWITH1133B,TYP.
PERCBC1133B.1.1.1.1
CLEARANDLEVELLANDING
FORWARD
APPROACH
48"X48"LEVELANDCLEAR
CLEARANDLEVELLANDING
CLEARANDLEVELLANDING
ACCESSIBLEDOORCLEARANCES2FORWARDAPPROACH
3-3-
3-3-
5'0"MIN
5'0"MIN
4'0"MIN
4'0"MIN
32"MIN 32"MIN12"
18"MIN
(E)PEMKO271AALUM.THRESHOLDSETONSEALANT,OREQUAL,V.I.F.
TYP.FLOORDETAILS-DOORTHRESHOLD
(E)FINISHEDFLOOR,V.I.F.
10"KICKPLATE@BOTTOMOFENTRYDOORS,TYP.
DOORJAMBBYND.
FACEOFWALLBYND.
(E)ALUM.DOOR,TYP.
1/2"MAXACCROSSTHRESHOLD
3
ADASIGNAGE4
SHT:
OF7
Scale:VARIES
Date:
Designby:RCW
6/8/21
R&SHOMES,INC.
10CAMINOMONTE
SOL
ALA
MO,C
ALIFO
RNIA
9450
79
25943
-773
5
TENTA
NTIMPROVEMENT
1205
RANDOLP
HST
NAPA,C
A.
APN003
-133
-015
-000
5
N.T.S.
ATTACHMENT 3
E.CMUBLOCKWALL-TYP.FOREXTERIOR
E.18"TJIROOFJOIST@27"O.C.-V.I.F.
NEW2"X8"@24"O.C.-SAMELEVELASMAINOFFICECEILING
"U"HNGR
3"X8"LEDGERW/1ROWOF1/2"HILTIMASONARYANCHORS@24"O.C.,STAGGERED,5"INTOWALL
E.BEAM
E.BEAM
E.BEAM E.BEAME.BEAM E.BEAM
EXTENDSTUDWALLTOMATCHE.CEILINGHEIGHT
NEWSTUDPARTITIONWALL
NEWSTUDPARTITIONWALL
E.CEILINGHEIGHT=144"+/- E.CEILINGHEIGHT=144"+/-
E.CEILINGHEIGHT=144"+/- E.CEILINGHEIGHT=96"+/-
E.CEILINGHEIGHT=96"+/-
E.CEILINGHEIGHT=96"+/-
E.CEILINGHEIGHT=96"+/--RAISETO144"TOMATCH
E.CEILINGHEIGHT=144"+/-
E.CEILINGHEIGHT=144"+/-
E.CEILINGHEIGHT=96"+/-
ROOF/CEILINGFRAMINGPLAN1/4"=1'0"
E.CEILINGFRAMING
4"X12"FLUSHBEAM
4"X12"
1-1-
1-1-
1-1-
1-1-
ADDINSULATIONASNEEDED:R-13INWALLSR-38INROOFWHEREAPPLICABLE
CONTRACTORTOFIELDVERIFYEXISTINGCONDITIONS.CONTRACTORTOCONTACTENGINEERIFCONDITIONSAREDIFFERENTTHANSHOWN
PERASBUILTPLANS-EXISTINGFOUNDATIONISAN8"THICKSLABWITHTWOROWSOF#4BARS@24"O.C.
EXISTINGFOUNDATIONPLAN1/4"=1'0"
2X4@16"O.C.
CONCRETEFLOOR
NEWWOODSTUDWALL
1/2SIMPSONTETONCONCRETEANCHOR4"INTOSLAB@48"O.C.
ATTACHTOPPLATEWITH2-16DNAILSORPERTABLE
11
JOISTORBLOCKING@48"O.C.
OPTIONALSOUNDINSULATION
SHT:
OF7
Scale:VARIES
Date:
Designby:RCW
6/8/21
R&SHOMES,INC.
10CAMINOMONTE
SOL
ALA
MO,C
ALIFO
RNIA
9450
79
25943
-773
5
TENTA
NTIMPROVEMENT
1205
RANDOLP
HST
NAPA,C
A.
APN003
-133
-015
-000
6
ATTACHMENT 3
SHT:
OF7
Scale:VARIES
Date:
Designby:RCW
6/8/21
R&SHOMES,INC.
10CAMINOMONTE
SOL
ALA
MO,C
ALIFO
RNIA
9450
79
25943
-773
5
TENTA
NTIMPROVEMENT
1205
RANDOLP
HST
NAPA,C
A.
APN003
-133
-015
-000
7
CALGREENMEASURESATTACHMENT 3
