HomeMy WebLinkAbout20201015_Plans_Approved<ANGLE@ AT& AND'FOOT"INCH# NUMBERØ DIAMETERA AFCIABV ABOVEA/C AIR CONDITIONERADA AMERICANS WITH DISABILITIES ACTADD ADDENDUM, ADDITIONADDL ADDITIONALADJ ADJUSTAFCI ARC FAULT CIRCUIT INTERRUPTERAFF ABOVE FINISHED FLOORAIA AMERICAN INSTITUTE OF ARCHITECTSAL ALUMINUMALT ALTERNATEAMT AMOUNTAPPD APPROVEDAPPROX APPROXIMATEAR AREAARCH ARCHITECT, ARCHITECTURALAUTH AUTHORIZEDAUTO AUTOMATICAVG AVERAGEBA BATHROOMBALC BALCONYBC BROOM CLOSETBD BOARDBED BEDROOMBEL BELOWBLDG BUILDINGBLKG BLOCKINGBLT-IN BUILT-INBM BEAMBOT BOTTOMBTU BRITISH THERMAL UNITSCAB CABINETCBC CALIFORNIA BUILDING CODECEC CALIFORNIA ELECTRICAL CODECES CALIFORNIA ELECTRICAL ENERGYSTANDARDSC CENTERLINECLG CEILINGCLR CLEARCMC CALIFORNIA MECHANICAL CODECMU CONCRETE MASONRY WALLCO CASED OPENINGCOM COMMONCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUS, CONTINUECPC CALIFORNIA PLUMBING CODECR CORROSION RESISTANTCRPT CARPETCSMT CASEMENT WINDOWCUR CURRENTCY CUBIC YARDD DEEP, DEPTHDBL DOUBLEDEG DEGREESDEPT DEPARTMENTDET DETAILDF DOUGLAS FURDIA DIAMETERDIM DIMENSIONDIV DIVIDE, DIVISIONDN DOWNDR DOORDW DISHWASHERE EASTEA EACHELEC ELECTRICALELEV ELEVATIONENT ENTRANCEEQ EQUALEQUIP EQUIPMENTEST ESTIMATEEXIST EXISTINGEXT EXTERIORFAU FORCED AIR UNITFF FINISHED FLOORFG FOUNDATION GRADEFIN FINISH, FINISHEDFLR FLOORFOUND FOUNDATIONFR FRENCH DOORFT FOOTFTG FOOTINGFURN FURNITUREFXD FIXEDG GASGA GUAGEGEN GENERALGFCI GROUND FAULT CIRCUIT INTERRUPTERGFI GROUND FAULT INTERRUPTERGL GLASSGSM GALVANIZED SHEET METAL FLASHINGGYP GYPSUMHBD HARDBOARDHDR HEADERHORIZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING, VENTILATING & AIR CONDITIONINGHW HOT WATERIBC INTERNATIONAL BUILDING CODEIN INCHINSUL INSULATIONINFO INFORMATIONINSTR. INSTRUCTIONSINT INTERIORIRC INTERNATIONAL RESIDENTIALCODEKIT KITCHENLAUN LAUNDRYLB POUND (WEIGHT)LCL LINEN CLOSETMANUF MANUFACTURERMFR MANUFACTURERMFG MANUFACTURERMAT MATERIALMAX. MAXIMUMMC MEDICINE CABINETMECH MECHANICALMIN. MINIMUMMISC MISCELLANEOUSMTL METALN NORTHN/A NOT APPLICABLENEC NATIONAL ELECTRICAL CODENIC NOT IN CONTRACTNO NUMBERNOM NOMINALN.T.S. NOT TO SCALEO/ OVEROA OVERALLOC ON CENTERPL PLATE LINES SOUTHSAF SELF ADHEARED FLASHINGSC SOLID CORE, SELF CLOSINGSE SERVICE ENTRYSECT SECTIONSF SQUARE FOOTSH SINGLE HUNGSHT SHEETSIM SIMILARSL SLIDERSPEC SPECIFICATION, SPECIFICATIONSSQ SQUARESTD STANDARDSTOR STORAGETEMP TEMPEREDTOB TOP OF BEAMTOC TOP OF CURBTOS TOP OF SLABTYP TYPICALUBC UNIFORM BUILDING CODEUMC UNIFORM MECHANICAL CODEUNO UNLES NOTED OTHERWISEUPC UNIFORM PLUMBING CODEV VINYLVERT VERTICALVIF VERIFY IN FIELDW WESTW/ WITHW/O WITHOUTWC WATERCLOSETWH WATER HEATERWIC WALK IN CLOSETWIN WINDOWWP WATERPROOF, WEATHERPROOFW.R.B. WEATHER RESISTIVE BARRIERXO HORIZONTAL SLIDEROPG OPENINGOPP OPPOSITEOPT OPTION, OPTIONALPC PULL CHAINPDR POWDERPED PEDESTAL SINKPHC PHOTOCELLPKT POCKET DOORPL PLATEPLY PLYWOODPR PAIRPT PRESSURE TREATEDPTDF PRESSURE TREATED DOUGLAS FIRPTS POST TENSION SLABQTY QUANTITYREBAR REINFORCING BARREF REFRIGERATOR, REFERENCEREQ REQUIRE, REQUIREDREV REVISIONRO ROUGH OPENINGRWD REDWOODSHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIA2 ADA STREET, Suite 200IRVINE, California 926182134 CRESTA DRIVE , NEWPORT BEACH, CALIFORNIASALESOFFICEMARINERSHORESMARINER SHORES SALES OFFICEATTHE CAY2134 CRESTA DRIVE CLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGVPLAN CHEC. COVERSHEET 6ECTI2N .E<6HEET NU0%ER'ETAIL NU0%ER6HEET NU0%ER.E<N2TERE9I6I2N'I0EN6I2NAL LU0%ER%L2C.ING; :ALL; :ALL6TUCC26T2NE%RIC.6HA.EEARTH:22'R22) TILEC2NCRETEGRA9ELPL<:22')2A0IN6ULATI2N PERTITLE CALC6R22) TILE; :ALLSET NO.208/27/20PROJECT DESCRIPTION & SUMMARYCONSULTANTSARCHITECTLANDSCAPE ARCHITECTIDEARC ARCHITECTURE & PLANNING17848 SKY PARK CIRCLE, SUITE DIRVINE, CA 92614VANCE GRAHAMVANCEG@IDEARC-AP.COMPLUMBING ENGINEERABBREVIATIONSVICINITY MAPISSUE0 - 07.17.20SYMBOLSMECHANICAL ENGINEERELECTRICAL ENGINEERURBAN ARENA3195 RED HILL AVENUE, LOFT FCOSTA MESA, CA 92626MICHAEL KNIGHTTRILOGY PLUMBING, INC.TAD CONSULTING, INC.SCALE: N.T.S.TITLE 24CIVIL ENGINEERCOLORISTC&V CONSULTINGDUCT TESTERSAT DESIGN CONSULTING, INC. OWNERSHEA HOMES, LP949.336.60566 ORCHARD, SUITE 200LAKE FOREST CA 92630JOY HENDRICKS336 W. MAIN STREETRIPON, CA 95366209.579.50001525 SOUTH SINCLAIR STREETANAHEIM, CA 92806714.888.85551401 N. BATAVIA AVE., SUITE 103ORANGE, CA 928672211 MICHELSON DR., SUITE 450 IRVINE, CA 92612SHAHEN HALEBIAN shahen@atconsulting.us949.724.1619CS.01COVER SHEETGN.1 GENERAL NOTESGN.2 GENERAL NOTESGN.3 GENERAL NOTESGB.1 GREEN BUILDING STANDARDSGB.2 GREEN BUILDING STANDARDSNB.1NEWPORT BEACH CAL-GREEN & RESIDENTIAL CONSTRUCTIONMINIMUM REQUIREMENTSCIVILSHEET 1 OF 5 TITLE SHEETSHEET 2 OF 5 SECTIONS & DETAILSSHEET 3 OF 5 MODEL PRECISE GRADING PLANSHEET 4 OF 5 AREA DRAIN PLANSHEET 5 OF 5 EROSION CONTROL PLANARCHITECTURALAS1.01 OVERALL PROJECT SITE PLANAS1.02 POOL BUILDING SITE PLANA1.01 SLAB INTERFACE PLANA1.11 FLOOR PLAN, ELEVATION, DOOR & WINDOW SCHEDULEAD500 ARCHITECTURAL DETAILSAD501 ARCHITECTURAL DETAILSAD502 ARCHITECTURAL DETAILSAD503 ARCHITECTURAL DETAILSSTRUCTURALS 7.0SLAB HARDWAER2 7.12ND FLOOR FRAMING PLANPOST TENSIONPTCPOST-TENSION FOUNDATION GENERAL NOTES & TYPICALDETAILSPTDPOST-TENSION FOUNDATION CONSTRUCTION DETAILSPTEPOST-TENSION FOUNDATION EMBEDMENT DETAILSPTFPOST-TENSION FOUNDATION SIMPSON STRONG WALL DETAILSPT-SO POST-TENSION FOUNDATION SALES OFFICE - BLDG 18PLUMBINGP-14.6 PLANS 1 & 4 PLUMBING WASTE & VENTS / HOT & COLD WATERMECHANICALMS1.0 HVAC - SALES OFFICEELECTRICALE 0-1ELECTRICAL FLOOR PLANTITLE-24EN-1.0 SALES OFFICE TITLE 24 COMPLIANCE DOCUMENTSSHEET INDEXTRASH/RECYCLECONSTRUCTION & DEMOLITION DIVERSION PROGRAM:THIS PROJECT WILL UTILIZE MIXED LOADS (ONE THAT CONTAINSTRASH AND RECYCLABLES TO BE SORTED AT AN OFF SITEFACILITY).1 - 08.27.20HUEY CAOPROJECT DESCRIPTIONSALES OFFICEPROJECT SUMMARYZONING DISTRICT:RM-6000FLOOR AREA:567 SQ.FT.STORIES:SINGLEOCCUPANCY GROUP:R-3/UCONST TYPE:V-BFIRE SPRNKLRS:13-D1 STRY BLDGS:807 SQ. FT.STRUCTURAL ENGINEERESI/FME1800 EAST 16TH STREET, UNIT BSANTA ANA, CA 92701RAMON WONGAPPROVALSknight@urbanarena.com714.754.4500CANDELA ENGINEERING27201 CALLE JUANITADANA POINT, CA 92624BRIAN OVERLEYBRIAN@CANDELAENGINEERING.COM949.201.1333hc@Tadengineering.com714.538.3802POST TENSIONPTD Inc.2009 PORTERFIELD WAY, SUITE LUPLAND, CA 91786 909.985.0787SOILS REPORTALBUS-KEEFE & ASSOCIATES, INC1011 NORTH ARMANDO ST.ANAHEIM, CA 92806DAVID ALBUS 714.630.1626 DEFERRED SUBMITTALSISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONSAND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT.NOTES:2 ADA, SUITE 200IRVINE, CA 92618949.526.8842(DPRC)657.335.4101949.916.3800909.985.0787POOLRESIDENTIAL (PLAN CHECK 2831-2019)LANDSCAPE (PLAN CHECK 0943-2020)ROUGH GRADING/WET UTILITIES 1992-2018 (DELTA 1 REVISIONSREV20-0376)UNDERGROUND FIRE 2513-2018 (DELTA 1 REVISIONS REV20-0375)SOUND ATTENUATION STUDYSOUND INSULATION:a. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL.b. ALL PENETRATIONS INTO SOUND-RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT.c. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BYMEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM ¼” THICK APPROVED RESILIENT MATERIAL.EXCEPTION: GAS PIPING NEED NOT BE ISOLATED.d. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED.e. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12” BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES AFLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A WALLDEFERRED SUBMITTALS:DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BYTHE CITY.RECYCLE AND / OR SALVAGE:A MINIMUM OF 65% OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CALGREEN CODEBATHING AND TOILET FACILITIES:BATHING AND TOILET FACILITIES IN ACCESSIBLE UNITS ARE DESIGNED TO 1127A.LIGHTINGALL LIGHTING SHALL BE HIGH EFFICACY PER SECTION 150.0 (K)CS.11111PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
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90°SHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIASALESOFFICEMARINERSHORESATTHE CAY2134 CRESTA DRIVE CLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGV..\Common\Vance Signature.jpg1PLAN CHECK 108-27-20OVERALL PROJECT SITE PLAN1" = 30'-0"SITEPLANAS1.01NKEYNOTES:001 PARALLEL CURB RAMP PER CBC 11B-406.3002 ACCESS TO PUBLIC WAY PER CBC 1028.5. WHERE A GATE IS PRESENT, PROVIDEEGRESS HARDWARE PER CBC 1010.1.10 AND ALL REQUIRED COMPONENTS, 10”MINIMUM KICKPLATE, EGRESS HARDWARE, OPENING FORCE, ETC, SHALL COMPLYWITH 11B-404. 24" STRIKE CLEARANCE ON PULL SIDE REQUIRED003 GARAGE UNIT SEPARATION PER CRC R305.5004 MAIL BOX LOCATION005 SIGN006 ASSUMED PROPERTY LINE BETWEEN ADJACENT DUPLEXEX - ZERO FIRE SEPARATIONDISTANCE CONDITION ONLY007 NOT USED008 1-HOUR RATED FIRE PARTITION BETWEEN DWELLING UNITS PER CRC R302.3009 2-HOUR STRUCTURALLY INDEPENDENT FIRE WALL BETWEEN DUPLEXES AT ZERO FIRESEPARATION DISTANCE CONDITION ONLY010 NOT USED011 NOT USED012 NOT USED013 BUILDING ADDRESS WITH 6" TALL NUMBERS, CONTRACTING BACKGROUND ANDAUTOMATICALLY ILLUMINATED DURING HOURS OF DARKNESS.014 ADAPTIBLE UNITLEGEND:PROPERTY LINEACCESSIBLE ROUT CONNECTING ACCESSIBLE PARKING SPACES,LOADING ZONES, PUBLIC STREETS AND SIDEWALKS TO BUILDINGENTRANCES PER CBC 11B-206. ALTHOUGH NOT SPECIFICALLYINDICATED, ALL ENTRANCES AND THEIR CONNECTING WALKWAYS AREACCESSIBLE PER 11B-2061-HOUR RATED FIRE PARTITION BETWEEN DWELLING UNITS PER CRC R302.32x4 WALL2x6 WALLACCESSIBLE PATH OF TRAVEL MIN 48" FOR ALL SITE ACCESS PATHADAPTIBLE UNITSETBACK LINE002001014002002002002002014008009009008008008008008008009008001001001001001001001001001001004008003003003003003008008008009NOTE:AN ADDITIONAL SIGN SHALL BE POSTED EITHER; A) IN ACONSPICUOUS PLACE AT EACH ENTRANCE TO ANOFF-STREET PARKING FACILITY OR B) IMMEDIATELYADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLEFROM EACH PARKING SPACE.THE ADDITIONAL SIGN SHALLNOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH INLETTERS WITH A MINIMUM HEIGHT OF 1 INCH THEFOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATEDACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHINGPLACARDS OR SPECIAL LICENSE PLATES ISSUED FORPERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THEOWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMEDAT: _________________________ OR BY TELEPHONING______________________BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATEINFORMATION AS A PERMANENT PART OF THE SIGN.013TYP005005005013TYP013TYP013TYP013TYP013TYP013TYP006006006006111PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
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0SHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIASALESOFFICEMARINERSHORESATTHE CAY2134 CRESTA DRIVE CLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECT8RE PLANNIN*V?CRPPRQ?9DQFH 6LJQDWXUHMSJ1PLAN CHECK 108-27-20SALES OFFICE SITE PLAN1" = 10'-0"SITEPLANAS1.02NKEYNOTES:001 PARALLEL CURB RAMP PER CBC 11B-406.3002 ACCESS TO PUBLIC WAY PER CBC 1028.5. WHERE A GATE IS PRESENT, PROVIDEEGRESS HARDWARE PER CBC 1010.1.10 AND ALL REQUIRED COMPONENTS, 10”MINIMUM KICKPLATE, EGRESS HARDWARE, OPENING FORCE, ETC, SHALL COMPLYWITH 11B-404. 24" STRIKE CLEARANCE ON PULL SIDE REQUIRED003 GARAGE UNIT SEPARATION PER CRC R305.5004 MAIL BOX LOCATION005 SIGN006 ASSUMED PROPERTY LINE BETWEEN ADJACENT DUPLEXEX - ZERO FIRE SEPARATIONDISTANCE CONDITION ONLY007 NOT USED008 1-HOUR RATED FIRE PARTITION BETWEEN DWELLING UNITS PER CRC R302.3009 2-HOUR STRUCTURALLY INDEPENDENT FIRE WALL BETWEEN DUPLEXES AT ZERO FIRESEPARATION DISTANCE CONDITION ONLY010 NOT USED011 NOT USED012 NOT USED013 BUILDING ADDRESS WITH 6" TALL NUMBERS, CONTRACTING BACKGROUND ANDAUTOMATICALLY ILLUMINATED DURING HOURS OF DARKNESS.014 ADAPTIBLE UNITLEGEND:PROPERTY LINEACCESSIBLE ROUT CONNECTING ACCESSIBLE PARKING SPACES,LOADING ZONES, PUBLIC STREETS AND SIDEWALKS TO BUILDINGENTRANCES PER CBC 11B-206. ALTHOUGH NOT SPECIFICALLYINDICATED, ALL ENTRANCES AND THEIR CONNECTING WALKWAYS AREACCESSIBLE PER 11B-2061-HOUR RATED FIRE PARTITION BETWEEN DWELLING UNITS PER CRC R302.32x4 WALL2x6 WALLACCESSIBLE PATH OF TRAVEL MIN 48" FOR ALL SITE ACCESS PATHADAPTIBLE UNITSETBACK LINE111PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
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90°COATS45°2468OFFICEOFFICELOBBYSTORAGESLOPE1/8" : 1'SLOPE1/8" : 1'8"17'-2 1/2"2'-6"
11'-11"19'-8 1/2"8"1'-3"1'-512"10520'-4 1/2"
32'-3 1/2"2'-212"16'-3"4'-6"16'-3"2'-212"1'-912"13'-9 1/2"8"1'-612"-2"1061078"1'-612"105-2"308090°RESTROOMSHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIASALESOFFICEMARINERSHORESATTHE CAY2134 CRESTA DRIVE CLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGV..\Common\Vance Signature.jpg1PLAN CHECK 108-27-20SALESOFFICESLABINTERFACESLAB INTERFACE PLANSALES OFFICE1/4" = 1'-0"1. THE SLAB INTERFACE PLAN IS FOR DIMENSIONAL INFORMATION ONLY AND ISPROVIDED TO SUPPLEMENT THE STRUCTURAL FOUNDATION PLAN. ANYDISCREPANCIES BETWEEN THIS PLAN AND THE STRUCTURAL FOUNDATION PLANSHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURALENGINEER PRIOR TO CONSTRUCTION.2. REFER TO BASE FLOOR PLAN FOR INFORMATION NOT SHOWN ON PLANS.3. REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS AND DRAINAGEINFORMATION.4. REFER TO STRUCTURAL DRAWINGS FOR HOLD DOWNS, FOOTING DETAILS, ANDINFORMATION NOT SHOWN ON THIS PLAN.5. PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TOSITE-VERIFY COUNT AND LOCATION.6. SLOPE HARDSCAPE MATERIAL AWAY FROM BUILDING (TYPICAL).7. LANDINGS AT DOORS: THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THEDOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36"MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTEDTO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%).(CRC SECTION R311.3)8. CONCRETE SLAB FOUNDATIONS WHICH ARE REQUIRED TO HAVE A VAPORRETARDER BY CALIFORNIA BUILDING CODE CHAPTER 19, CALIFORNIA RESIDENTIALBUILDING CODE CHAPTER 5, SHALL ALSO COMPLY WITH SECTION 4.505.2.1 OF THECALIFORNIA GREEN BUILDING CODE. A CAPILLARY BREAK SHALL BE INSTALLED INCOMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING:A. A 4-INCH THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE SHALL BEPROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETEAND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGEAND CURLING, SHALL BE USED. SEE AMERICAN CONCRETE INSTITUTE, ACI302.2R-06.B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY.C. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL.SHEET NOTES:LEGEND:100A 5 1/2" WIDE X 3 1/2" HIGH CONCRETE CURB100B 7 1/2" WIDE X 3 1/2" HIGH CONCRETE CURB101 3/4" DEPRESSED THRESHOLD PER BUILDER102 3/4" RECESSED CONCRETE APRON PER BUILDER103 PROVIDE CONDENSER UNIT CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS104 CONCRETE WALKWAY/PATIO PER LANDSCAPE PLANS105 INSET 2X PT SILL @ EXTERIOR DOOR THRESHOLDS106 CONCRETE CURB TO BE ADDED WHEN SALES OFFICE IS CONVERTED BACK TOGARAGES FOR PLAN 1 / PLAN 4107 12" WIDE CONCRETE CURB (SEE POST-TENSION DRAWINGS)A1.011PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
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90°GMEMEMGMCOATS45°2468OFFICEOFFICELOBBYSTORAGE1AAAABBDCD22237133B107133B152102122102106103103133B103103103103103103103159308090°RESTROOM41'-5"20'-11 1/2"
20'-8"
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1'-10 1/2"5'-9"8"2'-2 1/2"7'-11 3/4"8'-3 1/4"2'-2"2"2'-2"8'-1 1/2"8'-1 1/2"2'-2 1/2"2'-6 9/16"3'-8 5/8"3'-8 5/8"2'-6 9/16"2'-10"5'-3 1/2"5'-3 1/2"2'-10"2'-8"3'-0"7 1/2"
7"7'-11"11'-9 1/2"8"3'-7 1/2"1'-3"5 1/2"
4 1/2"60"59"18"18"14"18"68"12"42"
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13AD503SIM1AD5011AD5013AD50321/22AD5003AD50321/22AD5003AD5031AD501SIM10AD5011AD5021AD5029'-0 3/4"
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1'-2 3/4"1'-2 3/4"PLAN 4PLAN 1PLAN 4 PLAN 1xxxxxxxx305318319305305322322323308A308A8AD501STILE7AD501HEAD10AD501BTM RAIL9AD501HINGE2AD501HEAD3/4AD501JAMB5AD501SILL33'-0"MAX HEIGHT6"6"32'-6"80080280133" - 36"27"6 1/4"17" MIN18"MAX19"MAX 1 1/2"MAX44" MAX 18"MIN34"40" MAX9"19"MIN33" - 36"42"12"MAX19"MAX 54" MIN1 1/2"MAX6"MAX8"MIN34" MAX27" MIN29" MIN 17" MIN25" MAX40" MAX
9"9"ABC1RESTROOM6AD5028AD50212AD5028AD5026AD502800801SHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIASALESOFFICEMARINERSHORESATTHE CAY2134 CRESTA DRIVE CLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGV..\Common\Vance Signature.jpg1PLAN CHECK 108-27-20SALESOFFICE1. WINDOW "HEAD" HEIGHTS:- 1ST FLOOR = 8'-0" AFF (UNO)- 2ND FLOOR = 8'-0" AFF (UNO)- DOOR HEIGHTS AS NOTED ON FLOOR PLANS.2. ALL DOORS TO BE CENTERED WITHIN ADJACENT WALLS, OR DOOR JAMB TO BEFRAMED AT 4" UNLESS OTHERWISE DIMENSIONED.3. ALL DIAGONAL WALLS TO BE 45 DEGREES (UNO).4. PROVIDE BACKING FOR ALL HARDWARE FIXTURES5. REFER TO BASE FLOOR PLAN FOR INFORMATION NOT SHOWN ON PARTIAL FLOORPLANS. HATCHED WALLS ON PARTIAL FLOOR PLANS INDICATE FRAMING CHANGESFROM BASE FLOOR PLAN.6. PER CRC SECTION R302.11 FIRE BLOCKING SHALL BE PROVIDED IN ALL CONCEALEDSPACES.7. EFFECTIVE JULY 1, 2014 NEW INSTALLATION GAS WATER HEATERS SHALL HAVE ALLTHE FOLLOWING AS PER 2016 ENERGY STANDARDS 150.0(N):a) A 120V ELECTRICAL RECEPTICAL IS WITHIN 3 FEET FROM THE WATER HEATERAND ACCESSIBLE WITH NO OBSTRUCTIONSb) A CATEGORY III OR IV VENT, OR TYPE B VENT WITH STRAIGHT PIPE BETWEENOUTSIDE AND WATER HEATER.c) A CONDENSATE DRAIN NO MORE THAN 2 INCHES HIGHER THAN THE BASE OFTHE WATER HEATER FOR NATURAL DRAINING.d) A GAS SUPPLY LINE WITH CAPACITY OF AT LEAST 200,000 BTU/HR.8. ALL BEARING WALLS SHALL BE OF 1-HOUR FIRE RESISTIVE CONSTRUCTION. ANYSTRUCTURAL ELEMENT, SUPPORTING MORE THAN TWO FLOORS, OR A FLOOR ANDA ROOF, MUST BE INDIVIDUALLY ENCASED PER CBC 704.2SHEET NOTES:FLOOR PLAN KEYNOTES:101 DWELLING/GARAGE FIRE SEPARATION: ALL SURFACES SHALL BE PROTECTED WITHMINIMUM ONE (1) LAYER 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.ALL HORIZONTAL SURFACES WITH HABITABLE SPACE ABOVE SHALL BE PROTECTEDWITH MINIMUM ONE (1) LAYER 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO THEGARAGE SIDE. (CRC SECTION R302.6 & TABLE R702.3.5).102 TANKLESS WATER HEATER: SPEC PER ENERGY CALCULATIONS.103 TEMPORARY FRAMING.104 EDGE OF EXTERIOR WALL BELOW.105 OPENING PROTECTION: WHERE THE RESIDENCE AND PRIVATE GARAGE AREPROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, DOOROPENINGS BETWEEN THE HOUSE AND THE GARAGE NEED ONLY BE SELF-CLOSINGAND SELF-LATCHING. (CRC SECTION R302.5.1 EXCEPTION)106 MODEL UNIT ACCESS DOOR.107 UPPER CABINETS: WALL MOUNTED ABOVE, 12" DEEP TYPICAL. 24" DEEP ABOVEREFRIGERATOR.108 COOKING APPLIANCES (48" RANGE TOP):A. COOKTOP/RANGE WITH MICRO/HOOD, LIGHT, EXHAUST FAN ABOVE. FAN:MIN 100 CFM FOR LOCAL EXHAUST VENTILATION (2016 CALIFORNIA ENERGYEFFICIENCY STANDARDS)B. COOKTOP/RANGE WITH HOOD, LIGHT, EXHAUST FAN ABOVE. FAN: MIN 100CFM FOR LOCAL EXHAUST VENTILATION (2016 CALIFORNIA ENERGYEFFICIENCY STANDARDS)C. WALL OVEN WITH MICRO ABOVED. DOUBLE WALL OVENE. MICROWAVEF. MICROWAVE DRAWER109 NOT USED.110 NOT USED.111 NOT USED.112 NOT USED.113 NOT USED.114 NOT USED.115 NOT USED.116 NOT USED.117 HANDRAILS (AND GUARDS WHERE THE TOP OF THE GUARD ALSO SERVES AS AHANDRAIL): HEIGHT SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38", ANDCONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. (CRC SECTION R311.7.8) SEEDETAILS 17/A503 & 12/AD504118 GUARDS: SHALL BE NOT LESS THAN 42" IN HEIGHT AND RAIL DESIGN TO COMPLYWITH CODE. (CRC SECTION R312) SEE DETAILS 17/A503 & 12/AD504119 NOT USED.120 NOT USED.121 TEMPERED SAFETY GLASS: PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONSPER REQUIREMENTS. (CRC SECTION R308.4)A. CLEARB. OPAQUE122 INTERIOR FLAT SOFFITA. FRAME AT 8'-1" AFFB. FRAME AT 9'-1" AFF (STUCCO FINISH @ EXTERIOR)C. ANGLED SOFFIT UNDER STAIRSD. SOFFIT ABOVEE. FRAME AT 8'-4" AFF123 NOT USED.124 NOT USED.125 DASHED LINE INDICATES OUTLINE OF FLOOR ABOVE. SOLID LINE INDICATESOUTLINE OF FLOOR BELOW.126 SHELF AT +60" AFF WITH CLOSET POLE BELOW.127 NOT USED.128 NOT USED.129 NOT USED.130 NOT USED.131 NOT USED.132 NOT USED.133 LOWER CABINET WITH WOOD COUNTER TOPA. 18" DEEP CABINETB. 24" DEEP CABINET134 LOWER CABINET WITH GRANITE COUNTER TOP135 NOT USED.136 NOT USED.137 NOT USED.138 NOT USED.139 NOT USED.140 NOT USED.141 NOT USED.142 VOID SPACE143 NOT USED.144 NOT USED.145 NOT USED.146 NOT USED.147 NOT USED.148 36" HIGH FRAMED SHELF WITH GRANITE TOP149 NOT USED.150 NOT USED.151 NOT USED.152 UNDER CABINET REFRIGERATOR153 NOT USED.154 NOT USED.155 UNISEX TOILET IDENTIFICATION. SEE DETAIL 14/AD502156 3/4 HOUR PROTECTION PER CBC 1027.5.2157 UTILITY CONNECTIONS (TYPICAL), PER MUNICIPAL CODES - CONNECTIONS FORGAS OR ELECTRIC OCCUR ONLY ON ONE SIDE OF DUPLEX PER LOCAL UTILITY -REFER TO CIVIL SITE PLAN AND ELECTRICAL ENGINEER'S PLANS158 GRAB RAIL LOCATIONS - PROVIDE BACKING PER 2010 ADA 604.5159 LAVATORY WITH TOE CLEARANCE PER 2010 ADA 306.2 WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECTAGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDERLAVATORIES.1-HOUR RATED FIRE PARTITION BETWEEN DWELLING UNITS PERCRC R302.32x4 WALL2x6 WALLWALL LEGEND:1-HOUR RATED EXTERIOR FIRE WALL2x8 WALLTEMPORARY FRAMING/FINISHFLOOR &ELEVATIONFLOOR PLANSALES OFFICE1/4" = 1'-0"1. PARTIAL AND OPTION ELEVATIONS SHOW ONLY THE ATTRIBUTES AND DETAILS UNIQUETO THE PARTIAL OR OPTION ELEVATION. REFER TO BASE ELEVATION FORINFORMATION NOT SHOWN.2. WINDOW "HEAD" HEIGHTS:-1ST FLOOR = 8'-0" AFF (UNO)-2ND FLOOR = 8'-0" AFF (UNO)-DOOR HEIGHTS AS NOTED ON FLOOR PLANS.3. EXTERIOR WALLS (PER MFG INSTALLATION INSTRUCTIONS):-1-COAT STUCCO SYSTEM: OVER MIN 1" FOAM INSULATION, OVER ONE LAYER OF60-MINUTE GRADE D PAPER OR EQUAL, OVER STUDS OR WOOD-BASED SHEATHING.OR-3-COAT STUCCO SYSTEM: OVER CORROSION RESISTANT METAL LATH, OVER TWO (2)LAYERS GRADE D PAPER OR EQUAL, OVER STUDS OR WOOD-BASED SHEATHING.OR-FIBER CEMENT SIDING: OVER ONE LAYER OF APPROVED WATER-RESISTIVE BARRIER,OVER STUDS OR SHEATHING.4. ROOFING: REFER TO ROOF PLAN SHEET NOTES.5. WINDOWS:VINYL, SPEC PER BUILDER.GRIDS / DIVIDED LITES AS SHOWN.6. ENTRY DOORS: RAISED PANEL, SPEC PER BUILDER.7. OVER HEAD GARAGE DOORS:STEEL SECTIONAL, SPEC PER BUILDER.RAISED PANEL AND GLASS INSERTS AS SHOWN. ORSTEEL CARRIAGE STYLE, SPEC PER BUILDER.RAISED PANEL AND GLASS INSERTS AS SHOWN. ORWOOD CARRIAGE STYLE, SPEC PER BUILDER.8. WEATHERPROOF DECKING:ELASTOMERIC DECKING OVER PLYWOOD SUBSTRATE. RIPPED FLOOR JOISTS FORSLOPE TO DRAIN.ORWOOD DECK PER STRUCTURAL.9. FASCIA BOARD: 2X6, UNLESS NOTED OTHERWISE. REFER TO ELEVATION KEYNOTES.BARGE RAFTER: 2X6, UNLESS NOTED OTHERWISE. REFER TO ELEVATION KEYNOTES.10. ADDRESS NUMBERS: PLACE IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROADFRONTING PROPERTY (CRC R319.1)A. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND BE LEGIBLE.B. NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MIN. STROKE WIDTH OF 1/2"SHEET NOTES:ELEVATION KEYNOTES:301 CLASS A COMPOSITION SHINGLE ROOFING OVER APPROVED UNDERLAYMENT302 NOT USED.303 NOT USED.304 NOT USED.305 EXTERIOR STUCCO, TYPICAL +0" UNO, STANDARD FINISH306 EXTERIOR FIBER CEMENT SIDING MATERIAL:A. LAP WITH 12" REVEALB. 1X2 BOARD AND BATTEN (16" BATTEN SPACING)C. FIBER CEMENT WOOD SHINGLED. PANEL SIDING307 METAL STANDING SEAM ROOF308 FIBER CEMENT TRIM:A. 2X4B. 2X6C. 2X8D. 2X12E. 2X2309 NOT USED.310 NOT USED.311 NOT USED.312 NOT USED.313 NOT USED.314 NOT USED.315 NOT USED.316 NOT USED317 NOT USED.318 EXTERIOR COACH LIGHT, MOUNT AT +84" AFF (UNO)319 ADDRESS NUMBER, MOUNT AT +66" AFF (UNO)320 NOT USED.321 STUCCO CONTROL JOINT, SEE DETAIL 16/AD503.322 STOREFRONT GLASS WINDOW SYSTEM323 STOREFRONT GLASS DOOR SYSTEM324 METAL MITERED CORNER BEAD FROM SIDING MANUFACTURER325 NOT USED.326 NOT USED.327 3/4 HOUR PROTECTION RATING PER CBC 1027.5.2ELEVATION STYLE "C"SALES OFFICE1/4" = 1'-0"DOOR SCHEDULENOMINAL UNIT SIZEDOORFRAMEASSEMBLYSALES OFFICENUMBERWIDTH HEIGHT THICKNESS MATERIAL FINISH GLAZINGFRAMEMATERIALFINISH2 CLOSER LABEL U-FACTOR SHGC PANICREMARKSTOTAL13'-0" 8'-0"1-3/4"STEEL PAINT Y STEEL PAINT Y20MINUTE0.32 0.25 NDOUBLE 3080 GLASSSTOREFRONT123'-0" 8'-0"1-3/4"WOOD PAINTN/A HM/KDPAINT N N 0.32 0.25 NSOLID CORE33 3'-0" 8'-0"1-3/4"WOOD PAINTN/A HM/KDPAINT Y N 0.32 0.25 N SOLID CORE - RESTROOM 17 2'-8" 6'-8"1-3/4"WOOD PAINTN/A HM/KDPAINT Y20MINUTE0.32 0.25 NSOLID CORE1TOTAL6WINDOW SCHEDULEWINDOW NUMBER NOMINAL UNIT SIZEWINDOWFRAME RATINGASSEMBLYPLAN TYPENUMBERTYPE WIDTH HEIGHT FINISH TEMPERED FINISH2 HOURLABELU-FACTOR SHGCREMARKSTOTALSALESOFFICEA FXD3'-7 1/8"8'-0" SPEC YES SPECYES0.32 0.25 STOREFRONT4B FXD 4'-2" 8'-0" SPEC YES SPECYES0.32 0.25 STOREFRONT2C FXD 4'-0" 5'-0" SPEC NO SPECYES0.32 0.251D FXD 5'-0" 5'-0" SPEC YES SPECYES0.32 0.252TOTAL9A1.111. INTERIOR ELEVATIONS ARE FOR ILLUSTRATION PURPOSES ONLY. REFER TO BUILDERSPECIFICATIONS FOR CLARIFICATION REGARDING CABINETS AND APPLIANCES.2. CABINET DRAWINGS ARE APPROXIMATE, PER BUILDER SPEC.REFER TO CABINET VENDOR SHOP DRAWINGS FOR SPECIFIC CABINET DESIGNAND LAYOUT, TO BE VERIFIED IN FIELD.3. MIRROR AND SHOWER DOOR STYLES ARE APPROXIMATE.REFER TO BUILDER SPECIFICATIONS FOR SPECIFIC SIZE AND STYLE, TO BE VERIFIEDIN FIELD.4. TUB/SHOWER SURROUND MATERIALS SHOWN ARE APPROXIMATE.REFER TO BUILDER SPECIFICATIONS FOR SPECIFIC MATERIAL AND COVERAGEAREAS.5. INTERIOR WALLS AND CEILINGS TO BE FINISHED WITH MINIMUM 1/2" GYPSUMBOARD.SHEET NOTES:800. GRAB RAIL LOCATIONS - OCCURS AT ADAPTABLE BATHS ONLY. SEE SITE PLAN(PROVIDE BACKING) PER 2010 ADA 604.5801.LAVATORY WITH TOE CLEARANCE PER 2010 ADA 306.2 WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECTAGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDERLAVATORIES.802.PRIVACY LATCH PER CBC 11B-213.2.1SHEET NOTES:INTERIOR ELEVATIONSSALES OFFICE1/4" = 1'-0"11111PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
1234567811121316171821222325THIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANK1. ROUGH OPENING2. 24G STAINLESS STEEL SILL PAN WITH WELDEDCORNERS (PAN CONFIGURATION IS FOR ATRAFFIC COATED DECK APPLICATION. BOTTOMLEG OF PAN VARIES DEPENDING ON WALKINGSURFACE TYPE AND OTHER FACTORS. SPECIFICPAN DESIGN FOR EACH INSTANCE IS SPECIFIEDELSEWHERE)3. VERIFY DEPTH OF PAN AN HEIGHT OF BACK DAMTO ACCOMMODATE DOOR THRESHOLD4. DECK SURFACE PREPARED FOR TRAFFICCOATING (WHERE OCCURS)6"VARIES 015. EXTEND DECK COATING ONTO BASE FLASHINGAND SILL PAN PER MANUFACTURER (WHEREOCCURS)04034"4"8. FOLD UP WRB AND TEMPORARILY HOLD IN PLACEWITH TAPE9. 9" APPROVED HEAD FLASHING. CUT PIECE 12"LONGER THAN R.O.10. PRIME WALL AREA TO RECEIVE HEAD FLASHING11. 9" APPROVED JAMB FLASHING. EXTEND INTOR.O. FULL DEPTH, AND WRAP REMAINDER OVERWRB.15. SEALAND JOINT AND BACKER ROD. TOOL JOINT.PRIME DOOR FRAME FOR SEALANT ADHESION IFRECOMMENDED BY SEALANT MANUFACTURERFOR THE DOOR FRAME MATERIAL AND FINISH.16. DOOR TRIM. OVERLAP JAM LEAVING A 3/8"REVEAL17. SM HEAD FLASHING WITH END DAMS - SET INSEALANT18. 4" FLASHING19. ASSEMBLY IN PLACE AND READY TO COVER.20. FOLD DOWN WRB AND TAPE ALL CUTS WITH 3"APPROVED FLASHING TAPE.21. NOTE: INSTALL WRB AND FLASHINGMATERIALS PER MANUFACTURER'SINSTRUCTIONS. TAPE ALL SEAMS WITH 3"APPROVED FLASHING TAPE AND PROVIDE 6"HORIZONTAL AND VERTICAL LAPS. INSTALLPRODUCT RIGHT SIDE OUT, AND RIGHT SIDEUP.INSTALL DECK COATING(WHERE SCHEDULED)2INSTALL WRB3INSTALL JAMB AND HEAD FLASHING4INSTALL DOOR5INSTALL DOOR TRIM6COUNTERFLASHING7FINISHED INSTALLATION8194"05093"6. WRAP ENTIRE BUILDING WITH SPECIFIED WRB.COVER ALL OPENINGS. INSTALL PER MFG. BESTPRACTICE INSTRUCTIONS FOR COMMERCIALPROJECTS AND AS SPECIFIED AND INDICATED.7. CUT WRB FLUSH WITH EDGES OF R.O. MAKE 45 °TOP CORNER CUTS PER MFG. INSTRUCTIONS.0614124"INSTALL SILL PAN19"12. BED THRESHOLD INTO A BEAD OF SEALANT ATBACK OF DAM ONLY14. DOOR AND FRAME. INSTALL LEVEL STRAIGHTANS SQUARE.4"020707081110151617182021DOOR INSTALLATIONNOT TO SCALEINTERIOR FINISHINSWING DOOR HEAD @ LAP SIDING1/4"ELASTOMERIC FLASHING3"=1'-0"DOOR FRAMEAPPROVED SEALANT2X FRAMINGSHIM HEADER (SEE STRUCTURAL)DOOR SLPFIBER CEMENT SIDING MATERIAL(TYPE & EXPOSURE PER ELEVATION)1/4" LATH STRIPPLYWOOD, WHERE OCCURSINSULATION, PER TITLE 24 WEATHER RESISTIVE BARRIERBUILT-UP FIBER CEMENT TRIM (PROFILE PERELEVATION, SPEC PER BUILDER)CORROSION RESISTANT METAL FLASHING WITHDRIP EDGE, SET IN SEALANTFLASHING TAPEDOOR FRAMEWEATHER RESISTIVE BARRIERAPPROVED SEALANTDOOR FRAME TRIM2X FRAMINGSHIM 2X BLOCKING IF NO PLYWOODINTERIOR FINISHDOOR 3"=1'-0"FIBER CEMENT SIDING MATERIAL(TYPE & EXPOSURE PER ELEVATION)BUILT-UP FIBER CEMENT TRIM (PROFILE PERELEVATION, SPEC PER BUILDER)9" MINAPPROVED SEALANTSEALANTPLYWOOD, WHERE OCCURSINSWING DOOR JAMB @ LAP SIDINGINSULATION, PER TITLE 24 INSWING DOOR THRESHOLD (ACCESSIBLE)SLPMAX1/2"3"=1'-0"FINISH MATERIALCONCRETE SLABDOOR FRAME SET INPERIMETER SEALANTCORROSION RESISTANTMETAL THRESHOLDFACE OF CONCRETE FOUNDATIONHARDSCAPE SURFACERIVET PRIOR TO SOLDERINGTO RESIST LIVE LOADSCORROSION RESISTANT SET IN SEALANTOR SILL FLASHING TAPEBUILDING PAPER OVER ELASTOMERIC FLASHINGSTUCCO WITH CORROSION RESISTANT METAL LATH2X FRAMINGSHIM HEADER (SEE STRUCTURAL)INTERIOR FINISHSEALANT BEHIND NAILING FLANGEEXTERIOR GRADE SEALANTWINDOW FRAME WITH CONTINUOUS9" MINWINDOW HEAD @ 1-COAT STUCCO3"=1'-0"SEE DETAILFOR STANDARD FLASHING APPLICATION AT WALL OPENINGS1" EPS FOAMWEATHER RESISTIVE BARRIERSEALANTELASTOMERIC FLASHINGPLYWOOD, WHERE OCCURS2X BLOCKING WHEN PLYWOOD IS NOT APPLIEDINSULATION, PER TITLE 24 20AD501WEATHER RESISTIVE BARRIERSTUCCO WITH CORROSION RESISTANT METAL LATH2X FRAMINGELASTOMERIC FLASHINGSHIM 2X BLOCKING WHEN NO PLYWOOD IS USEDSEALANT BEHIND NAILING FLANGEEXTERIOR GRADE SEALANTWINDOW FRAME WITH CONTINUOUS1"
9" MIN SHUTTER (WHERE OCCURS, PER ELEVATION)WINDOW JAMB @ 1-COAT STUCCO3"=1'-0"SEE DETAILFOR STANDARD FLASHING APPLICATION AT WALL OPENINGSPLYWOOD, WHERE OCCURSSEALANT1" EPS FOAMINTERIOR FINISHINSULATION, PER TITLE 24 20AD501WEATHER RESISTIVE BARRIER STUCCO WITH CORROSION RESISTANT METAL LATH2X FRAMINGSHIM 2X BLOCKING WHEN PLYWOOD IS NOT APPLIEDINTERIORWINDOW FRAME WITH NAILING FLANGE9" MIN
FINISHWINDOW SILL @ 1-COAT STUCCO3"=1'-0"SEE DETAILFOR STANDARD FLASHING APPLICATION AT WALL OPENINGS1" EPS FOAMSEALANTINSULATION, PER TITLE 24 PLYWOOD, WHERE OCCURSELASTOMERIC FLASHING20AD5011. WRAP ENTIRE BUILDING WITH SPECIFIEDDUPONT TYVEK WRB. COVER ALL OPENINGS.INSTALL PER MFG. BEST PRACTICEINSTRUCTIONS FOR COMMERCIAL PROJECTSAND AS SPECIFIED AND INDICATED.2. PREPARE AN "I-CUT" WITH 45 ° TOP CORNERCUTS PER MFG. INSTRUCTIONS.3. FOLD UP WRB AND TEMPRARILY HOLD IN PLACEWITH TAPE4. 9" TYVEK FLEXWRAP NF SILL FLASHING. CUTPIECE 12" LONGER THAN R.O.5. JAMSILL SILL PAN. VERIFY SERIES FOR WINDOWDEPTH, AND INSTALL PER MFGRECOMMENDATIONS6. FOLD BACK WRB AT JAMBS AND FASTEN TOINSIDE FACE OF FRAMING PER MFG.INSTRUCTIONS (IF INTERIOR GYSPUM BOARD OROPENING LINERS ARE SCHEDULED TO REMAIN INPLACE, EXTEND INTO RO AS FAR AS POSSIBLEAND TRIM)9"7. PRIME WALL AREA
TO RECEIVE WINDOW HEADAND SUBSEQUENT FLASHING8. SET WINDOW SILL FRAME IN A BEAD OFSEALANT AT BACK OF DAM ONLY9. WINDOW UNIT . SET HEAD AND JAMB FLANGES IN3/8" BEAD OF SEALANT. ALIGN BEAD WITH NAILHOLES - DO NOT SEAL SILL FLANGE. SHIM TOPLUMB AND LEVEL WINDOW IN R.O.10. INSTALL SHIMS
AT EACH SILL FLANGE FASTENER100911. 9" TYVEK STRAIGHTFLASH JAMB AND HEADFLASHING OVER WINDOW FLANGES, JAMBSFIRST. HOLD TOP OF JAMB FLASHING 1' BELOWTOP OF HEAD FLASHING (SEE FOLLOWINGSEQUENCE STEP)16. FOLD DOWN WRB AND TAPE ALL CUTS WITH3" TYVEK FLASHING TAPE.17. NOTE: INSTALL WRB AND FLASHINGMATERIALS PER MANUFACTURER'SINSTRUCTIONS. TAPE ALL SEAMS WITH 3"TYVEK FLASHING TAPE AND PROVIDE 6"HORIZONTAL AND VERTICAL LAPS. INSTALLPRODUCT RIGHT SIDE OUT, AND RIGHT SIDEUP.INSTALL SILL PAN 2INSTALL WINDOW UNIT3INSTALL JAMB FLASHING AND HEAD FLASHING46FINISHED INSTALLATION711083"
1"COUNTERFLASH HEAD FLASHING15. ASSEMBLY IN PLACE ANDREADY TO COVER.12131617054 1/2"15INSTALL WINDOW TRIM AND HEAD FLASHINGINSTALL WRB156 3/4"12. WINDOW TRIM. DO NOT NAILTHROUGH WINDOWFLANGES.13. SM HEAD FLASHING WITHEND DAMS - SET IN SEALANT14. 4" TYVEK STRAIGHTFLASH3"0102020403060714STEP 2:STEP 3:STEP 4:STEP 5:STEP 6:STEP 7:STEP 1:STANDARD WINDOW FLASHING NOT TO SCALEWINDOW AND DOOR INSTALLATION TO REFERENCE NATIONALSTANDARDS AAMA 2400 (MOUNTING FLANGE) AND ASTM E2112.INTERIOR FINISH1/4"OUTSWING DOOR HEAD @ LAP SIDINGELASTOMERIC FLASHING3"=1'-0"DOOR FRAMEAPPROVED SEALANT2X FRAMINGSHIM HEADER (SEE STRUCTURAL)DOOR SLPFIBER CEMENT SIDING MATERIAL(TYPE & EXPOSURE PER ELEVATION)1/4" LATH STRIPPLYWOOD, WHERE OCCURSINSULATION, PER TITLE 24 WEATHER RESISTIVE BARRIERBUILT-UP FIBER CEMENT TRIM (PROFILE PERELEVATION, SPEC PER BUILDER)CORROSION RESISTANT METAL FLASHING WITHDRIP EDGE, SET IN SEALANTFLASHING TAPEDOOR FRAMEWEATHER RESISTIVE BARRIERDOOR FRAME TRIM2X FRAMINGSHIM 2X BLOCKING IF NO PLYWOODINTERIOR FINISHDOOR 3"=1'-0"FIBER CEMENT SIDING MATERIAL(TYPE & EXPOSURE PER ELEVATION)BUILT-UP FIBER CEMENT TRIM (PROFILE PERELEVATION, SPEC PER BUILDER)9" MINAPPROVED SEALANTSEALANTPLYWOOD, WHERE OCCURSOUTSWING DOOR JAMB @ LAP SIDINGINSULATION, PER TITLE 24 SLPOUTSWING DOOR THRESHOLD (ACCESSIBLE)MAX1/2"3"=1'-0"FINISH MATERIALCONCRETE SLABDOOR FRAME SET INPERIMETER SEALANTCORROSION RESISTANTMETAL THRESHOLDFACE OF CONCRETE FOUNDATIONHARDSCAPE SURFACERIVET PRIOR TO SOLDERINGTO RESIST LIVE LOADSCORROSION RESISTANT SET IN SEALANTOR SILL FLASHING TAPEDOOR HEADINTERIOR3"=1'-0"INTERIORFINISH2X FRAMINGDOORFRAMEDOORHEADER (SEESTRUCTURAL)INTERIOR FINISHSHIM SPACEINTERIORFINISH2X FRAMINGDOORFRAMEDOORINTERIOR FINISHSHIM SPACEKING AND TRIMMER STUDSDOOR JAMBINTERIOR3"=1'-0"CLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGV..\Common\Vance Signa
ture.jpg1PLAN CHECK 108-27-20SHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIASALESOFFICEMARINERSHORESATTHE CAY2134 CRESTA DRIVE DETAILSAD500PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
12346789111213142023251510THIS SPACE WAS INTENTIONALLYLEFT BLANK5THIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKSECTION VIEWELEVATION VIEW1A1B3232UL #WL-1098 METAL PIPE PENETRATIONMETAL PIPE3"=1'-0"1. WALL ASSEMBLY-THE FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THEMANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALLINCLUDED THE FOLLOWING CONSTRUCTION FEATURES.A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 x 4 OR 2 x 6LUMBER SPACED 16" O.C. STEEL STUDS TO BE MIN 3 5/8" WIDE SPACED MAX. 2'-0" O.C.B. WALLBOARD, GYPSUM*-THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITIONDESIGN. MAXIMUM DIAMETER OF OPENING IS 4 1/8".THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.2. THROUGH PENETRANTS-ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THEFIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN. 3/8" TO MAX. 1".PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLICPIPES, CONDUITS OR TUBING MAY BE USED.A. STEEL PIPE-THE FOLLOWING TYPES AND SIZES OF STEEL PIPES MAY BE USED.1A. NOM. 4" DIA. (OR SMALLER) SCHEDULE 7 (OR HEAVIER) STEEL PIPE.2A. NOM. 8" DIA. (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.3A. NOM. 10" DIA. (OR SMALLER) SCHEDULE 20 (OR HEAVIER) STEEL PIPE.WHEN STEEL PIPE IS USED T RATING IS 1/4 HR FOR NOM. 4" DIA. (OR SMALLER) AND 0 HR FOR STEEL PIPES GREATER THAN NOM. 4" DIA.B. IRON PIPE-NOM. 4" DIA. (OR SMALLER) CAST OR DUCTILE IRON PIPE. WHEN IRON PIPE IS USED T RATING IS 1/4 HR.C. CONDUIT-NOM. 4" DIA. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR STEEL CONDUIT. WHEN EMT OR STEEL CONDUIT IS USEDT RATING IS 1/4 HR.D. COPPER TUBING-NOM. 4" DIA. (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. WHEN COPPER TUBING IS USED T RATING IS 0 HR.E. COPPER PIPE-NOM. 4" DIA. (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. WHEN COPPER PIPE IS USED T RATING IS 0 HR.3. FILL, VOID OR CAVITY MATERIAL*-SEALANT 15/32 MIN. 5/8" AND 1 1/4" THICKNESS OF FILL MATERIAL FOR 1 AND 2 HR RATED WALL ASSEMBLIES,RESPECTIVELY, APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL.FIRESTOP SYSTEMS INC.,-4800 (TOMARCO)*BEARING THE UL CLASSIFICATION MARKING.1. WALL ASSEMBLY-THE 1, 2, 3 OR 4 HR FIRE RATED GYPSUM WALLBOARD / STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALSAND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2X4 OR 2X6LUMBER SPACED 16" O.C. STEEL STUDS TO BE NIM 3 5/8" WIDE AND SPACED MAX. 2'-0" O.C.B. WALLBOARD, GYPSUM*-THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITIONDESIGN. MAX. DIA. OF OPENING IS 3 3/8".2. THROUGH PENETRANTS-ONE NONMETALLIC PIPE OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOPSYSTEM. PIPE OR TUBING TO BE RIGDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE ANNULAR SPACE BETWEEN PENETRANT ANDPERIPHERY OF OPENING SHALL BE MIN. 0" (POINT CONTACT) TO MAX 1" THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR TUBINGMAY BE USED.A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE-NOM 2" DIA. (OR SMALLER) CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPINGSYSTEMS.B. POLYVINYL CHLORIDE (PVC) PIPE-NOM. 2" DIA. (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY) SYSTEMS.C. CROSSLINKED POLYETHYLENE (PEX) TUBING-NOM. 1 1/2" DIA. (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS AND SUPPLY)PIPING SYSTEMS.D. RIGID NONMETALLIC CONDUIT-NOM. 2" DIA. (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OFTHE NATIONAL ELECTRICAL CODE (NFPA NO. 70).3. FILL, VOID OR CAVITY MATERIAL*-SEALANT- MIN. 5/8" THICKNESS OF FILL MATERIAL FOR 1 HR RATED WALL ASSEMBLIES AND MIN. 1" THICKNESSOF FILL MATERIAL FOR 2, 3, OR 4 HR RATED WALL ASSEMBLIES, APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL AT POINTCONTACT LOCATION.FIRESTOP SYSTEMS, INC.-4800DW (TOMARCO)*BEARING THE UL CLASSIFICATIONS MARKING.SECTION VIEWELEVATION VIEW1A1B3232UL #WL-2126 NON-METALIC PIPE PENITRATIONNON-METAL PIPE3"=1'-0"KINETICS ISOBACKER OUTLET LAYOUTKINETICS ISOBACKER OUTLET, COMMON1-1/2"=1'-0"LAYOUT WILL WORKRECOMMENDED LAYOUT"ISOMAXX" RESILIENT ISOLATION SNAP CLIPKINETICS ISOBACKER OUTLET PADKINETICS ISOBACKER OUTLET PAD3"=1'-0"20G 7/8" DRYWALL FURRING HAT CHANNELOUTLET BOX EXTENSIONOUTLET BOX WRAPPED IN KINETICS ISO BACKEROUTLET BACKER PADACOUSTICAL SEALANT ON ALL 4 SIDESELECTRICAL WIRE FIREWALL PENETRATIONSWIRE,1HRNTSSystem No. W-L-3335AA1A431B21. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described within theindividual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the following constructionfeatures:A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spacedmax 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. Steel studs to be min 3-1/2 in. (89 mm)wide when 3/4 in. (19 mm) thick gypsum board is used (see Item 1B).B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Alternately, min one layer of nom3/4 in. (19 mm) thick gypsum board on each side of wall as specified in the individual Wall and Partition Design may be used. Opening in gypsum boardto be max 3 in. (76 mm) diam for 2" device and max 5 in. (127 mm) diam for 4" device.The hourly F and FH Ratings of the firestop system are dependent upon the hourly rating of the wall in which it is installed.2. Cables — Within the loading area for each firestop device, the cables may represent a 0 to 100 percent visual fill. Cables to be tightly bundled within thedevice and rigidly supported on both sides of wall assembly. Any combination of the following types of cables may be used:A. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) jacketing and insulation.B. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation.C. Max 4/0 AWG Type RHH ground cable.D. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables.E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing.F. Fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation having a max diam of 1/2 in. (13 mm).G. Max 20/C No. 22 AWG shielded printer cable with PVC jacket.H. Through-Penetrating Product* - Two copper conductors No. 18 AWG (or smaller) Power or Non Power Limited Fire Alarm Cable with or without ajacket under a metal armor.AFC CABLE SYSTEMS INCI. Max. 1/4 in. (6 mm) diameter S-Video Cable consisting of 2 max 24 AWG 75 ohm coax or twisted pair cable with PE insulation and PVC jacket .J. Max 3/C No 12 AWG MC Cable.K. Through Penetrating Product* — Any cables, Armored Cable+ or Metal Clad Cable+ currently Classified under the Through Penetrating Productcategory. See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturersWhen the hourly rating of the wall assembly is 1 hr, the T, FT and FTH Ratings are 0 hr. When the hourly rating of the wall assembly is 2 hr, the T, FT andFTH Ratings are 1 hr except that, when Item 2J or 2K is used, the T, FT and FTH Ratings are 1/2 hrL Ratings vary depending on whether the gasketing material (see Item 3) or the sealant (Item 4) is used. See Table below for L Ratings.CRClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814)CAN/ULC S115F Ratings - 1 and 2 Hr (See Item 1) F Ratings - 1 and 2 Hr (See Item 1)T Ratings - 0, 1/2 and 1 Hr (See Item2)FT Ratings - 0, 1/2 and 1 Hr (See Item2)L Rating At Ambient -See Items 2 and4FH Ratings - 1 and 2 Hr (See Item 1)L Ratings At 400 F - See Items 2 and4FTH Ratings - 0, 1/2 and 1 Hr (SeeItem 2)L Rating At Ambient -See Items 2 and4L Ratings At 400 F - See Items 2 and43. Firestop Device* — Firestop device consists of a corrugated steel tube with an inner plastic housing, intumescent material rings, twisted inner fabric smokeseal, flanges and gasketing material (not shown). Firestop device to be installed in accordance with the accompanying installation instructions. As an option,the inner fabric seal may remain open except that, to attain the L Rating, the inner fabric seal shall be twisted to completely close off the opening withindevice. Device slid into wall such that ends project an equal distance from the approximate centerline of the wall assembly. Device provided with flangesthat are spun clockwise onto device threads, over gasketing material butting tightly to both sides of wall. The annular space between the device and theperiphery of the opening shall be min 0 in. (point contact). Device flanges are to be secured to wall with min two 1-1/2 in. (38 mm) long drywall screwsexcept that for blank devices, minimum four screws shall be used. . As an alternate to gasket material, fill material (Item 4) may be used.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 653 2" Speed Sleeve and CP 653 4" Speed Sleeve4. Fill, Void or Cavity Material* — As an alternate to gasket material (see Item 3), min 5/8 in. (16 mm) thickness of fill material applied within the annulusbetween firestop device and wall, flush with both surfaces of wall. When sealant is used, for L Ratings, apply an additional 1/4 in. (6 mm) bead of FS-ONEor CP 606 at the device/wall interface on both sides of wall prior to installing flanges.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant, FS-ONE MAX Intumescent Sealant, CP 606 Sealant or CP 618 Putty* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.+Bearing the UL Listing MarkMaxCableFillCableTypeL Rating, CFM/Sq FtL Rating, CFMAmbient400°F0%— Less than 1 1.0100%Item 2D only4.9 4.9100%Any cables (Item 2) in anycombination9.2 9.2Sealant GasketSealant GasketAmbient400°FLess than 11.2 1.2Sealant GasketSealant Gasket2.71.3 3.59.6 11.8Less than 1Less than 11.3 1.6Less than 1Less than 1Less than 1Less than 1Less than 1Less than 1Hilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 28, 2015SECTION A-AOR134232UL #WL-7001 DUCT PENETRATIONAIR DUCT3"=1'-0"1. GYPSUM WALL BOARD/STUD WALL ASSEMBLY2. AIR DUCT: UP TO 3" BY 10" PREFABRICATED 24 GA. SHEET METAL AIR DUCT. MINIMUM 7/16" TO MAXIMUM 1-5/8" ANNULAR SPACE BETWEENDUCT AND PERIPHERY OF OPENING IS REQUIRED.3. FORMING MATERIAL: MINIMUM 2-1/2" THICK MINERAL WOOL INSULATION (MINIMUM 3.5 PCF) FIRMLY PACKED INTO THE OPENING AS APERMANENT FORM.4. TYPE FC OR RFC: MINIMUM 1/2" THICK COMPOUND APPLIED WITHIN OPENING, FLUSH WITH BOTH SURFACES OF THE WALL.AAELEVATION VIEWAAWOOD FRAME, FINISH PER FINISH SCHEDULEWINDOW INTERIOR- HEAD, JAMB & SILLINTERIOR WINDOW3"=1'-0"INTERIOR FINISHSINGLE PANE TEMPERED GLASSCUT TO FIT OPENINGINTERIOR FINISH2X WALL, SEE STRUCTURAL452TCG003 HEAD451CG004 GLASS STOP451TCG163 FLAT FILLER4 1/2"3/8"
OD
FH
2"DLO
MH
NOTE:STRAP ANCHOR (NBK)SIZE AND ATTACHMENTPER SHOP DETAILSSTOREFRONT HEAD - W/ STRAP ANCHORKawneer TRIFAB™ VG 451UT6"=1'-0"STOREFRONT FIRST BAY JAMBKawneer TRIFAB™ VG 451UT6"=1'-0"451UTCG080 FIRST BAY JAMB2 1/4"DLO4 1/2"FW3/8"OD452TCG003 HEAD451CG004 GLASS STOP451TVG316 END DAM451UTVG037 HP SILL FLASHING451UTCG365 SILL FILLER CLIP127043 WEATHERING028808 #8 x 1/2" PHTF "AB"FH
DLO2"1/2"
3/8"
OD
4 1/2"MH
ENOTE:FOR FRAME HEIGHTS < 6'-0" TALLADD 1/4" TO HEAD SHIM SPACE WIDTHNOTE:127043 OPTIONAL GASKET:ERECTOR SEALREQUIRED IFGASKET IS NOT USEDESTOREFRONT SILL - W/ SILL FILLER CLIPKawneer TRIFAB™ VG 451UT6"=1'-0"STOREFRONT DOOR HEADERKawneer 250T INSULPOUR ENTRANCE W/ TRIFAB™ VG 451T 6"=1'-0"534502 SA DOOR T-BAR W/ WEATHERING PACKAGE534402 SHEAR BLOCK027413 WEATHERING FOR THERMAL DOOR532125 2-15/16" STANDARD WEB TOP DOOR RAIL2"
F.D.
O.D.
3/8"
1/8"D.S.
D.O.
DLO 2 15/16"534501 S/A DOOR JAMB W/ WEATHERING532102 250T LOCK/PIVOT DOOR STILE027413 WEATHERING FOR THERMAL DOOR2"F.W.O.D.3/8"2 1/2"DLOD.S.D.O.3/32"STOREFRONT LOCK/HINGE STILE W/ SIDELITEKawneer 250T INSULPOUR ENTRANCE W/ TRIFAB™ VG 451T 6"=1'-0"STOREFRONT BOTTOM RAILKawneer 250T INSULPOUR ENTRANCE W/ TRIFAB™ VG 451T 6"=1'-0"INTERIOR BOTTOM DOOR SWEEP532122 STANDARD 3-7/8" BOTTOM DOOR RAIL534107 THERMAL DOOR THRESHOLDO.D.
F.H.
D.O.
D.S.
3 7/8"DLO
11/16"ENOTE:127043 OPTIONAL GASKET:ERECTOR SEALREQUIRED IFGASKET IS NOT USEDE1/2"
MAX 21STOREFRONT MEETING STILEKawneer 250T INSULPOUR ENTRANCE W/ TRIFAB™ VG 451T 6"=1'-0"1/8"D.S.2 9/16"D.S.2 1/2"DLODLO532102 250T ACTIVE STILE532103 250T INACTIVE STILE200496 ADJUSTABLE ASTRAGALSTOREFRONT MULLION - HORIZONTALKawneer TRIFAB™ VG 451UT6"=1'-0"452TCG011 TUBE HORIZONTAL451CG004 GLASS STOP2"DLO DLO
STOREFRONT LAST BAY JAMBKawneer TRIFAB™ VG 451UT6"=1'-0"451UTCG083 LAST BAY JAMB451UTCG584 LAST BAY FILLER W/ WEATHERING4 1/2"2 1/4"3/8"FWDLOODCLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGV..\Common\Vance Signa
ture.jpg1PLAN CHECK 108-27-201xSHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIASALESOFFICEMARINERSHORESATTHE CAY2134 CRESTA DRIVE DETAILSAD50111PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
168101112131415161718192021232425THIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANKTHIS SPACE WAS INTENTIONALLYLEFT BLANK1/4"
MAX
1/2" MAX
1/4"
MAX
211/2"
MAX302 FLOOR SURFACES302.1 GENERAL. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL IN FLOOR SURFACES SHALL COMPLY WITHSECTION 303.302.2 CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHIONOF PAD. CARPET OR CARPET TILE SHALL BE SHALL HAVE LEVEL LOOP, TEXTURE LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THEPILE SHALL BE 1/2" MAX IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR AND SHALL HAVE TRIM ALONG THE ENTIRELENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 303.302.3 OPENINGS. OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOT PERMIT THE PASSAGE OF A 1/2" DIA SPHERE, EXCEPT ASALLOWED IN SECTION 407.4.3, 408.4.3, 409.4.3, 410.4 AND 805.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION ISPERPENDICULAR TO THE PREDOMINANT DIRECTION OF TRAVEL.303 CHANGE IN LEVEL303.2 VERTICAL. CHANGES IN LEVEL OF 1/4" MAX IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL.303.3 BEVELED. CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAX IN HEIGHT SHALL BE BEVELED WITH A SLOPENOT STEEPER THAN 1:2.FIGURE 11B-303.3BEVELED CHANGES IN LEVELFIGURE 11B-303.2VERTICAL CHANGES INLEVELFIGURE 11B-302.2CARPET PILE HEIGHTNOTE: THIS DIAGRAM ILLUSTRATES THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND IS INTENDED ONLY ASAN AID FOR BUILDING DESIGN ANDCONSTRUCTION1/4"
MAXCHANGES IN LEVELCARPET6"=1'-0"6"MAX9" MIN
27" MIN
34" MAX17" MIN - 25" MAX8" MIN7"
MAX
1'-6" MIN
48"x30" CLEAR
FLOOR SPACE
SECTION VIEWPLAN VIEWNOTES:1. EXPOSED PIPES AND SURFACES. WATER SUPPLYAND DRAIN PIPES UNDER SINKS SHALL BE INSULATEDOR OTHERWISE CONFIGURED TO PROTECT AGAINSTCONTACT. THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDER SINKSACCESSIBLE SINKADA SINK3/4"=1'-0"29" MIN
REMOVABLEPANELMIRROR40" MAXFRONT ELEVATION16" MIN - 18" MAX℄17" MIN -19" MAX.
TOP OF SEAT
2'-0"6"3'-6"1'-0"
MAX.6"3'-0"17" MIN - 18" MAX℄PLAN VIEW60"x60" CLEARFLOOR SPACESIDE ELEVATION17" MIN -19" MAX.
TOP OF SEAT
36" MAX. - 33" MIN.
19" MIN
(DISPENSER
OPENING)
1 1/2"
MIN.
℄FIN. FLR.FIN. FLR.TOILET PAPERDISPENSER MOUNTINGAREANOTES:1. FLUSH CONTROL VALVE TO BE MOUNTED ONTHE WIDE SIDE OF TOILET AREA NO MORE THAN44" ABOVE FINISH FLOOR.2. SOLID BACKING TO BE PROVEDED FOR GRABBARS.3. DOORS MAY SWING INTO ANY ACCESSIBLEMANEUVERING AREA OR TURNING AREA PER11B-603.2.31'-0"36" MAX. - 33" MIN.
1 1/2" MIN.
AT TANK WC
39" MIN - 41" MAX
3'-6" MAXACCESSIBLE WATER CLOSETADA WC3/4"=1'-0"18" MIN2'-0"2'-0"60"x48" CLEARFLOOR SPACE7" MIN -9" MAX.3"3'-0" MAX. (2'-9" MIN.)
A.F.F. (U.N.O.)WOOD STUD WALL FRAMING, SEEFLOOR PLAN FOR WALL TYPE1/4"Øx3 1/4" FLAT HEAD WOOD SCREWTYP AT EACH MOUNTING HOLEPROVIDED1-1/4" to 1-1/2" Ø GRAB BARESCUTCHEON PLATEWALL FINISH4x6 MIN. SOLID WOOD BLOCKING,ATTACHED WITH (2) A-35 SIMPSONFRAMING ANGLES w/ (8) 8d, TYP. TOPAND BOTTOM (WHERE GRAB BARS AREBACK TO BACK, USE 6X6 MIN)GRAB BAR ATTACHMENT3"=1'-0"SOLID PLYWOOD BACKING TO FILL RCCHANNEL CAVITY. 1/2" + 3/4"PLYWOOD SHOWN. SHIM FLUSH WITHSURFACE OF RC CHANNELS1 1/2"2x BLK'GAT 4" O.C. MAX.BALUSTERS SPACEDAT 4'-0" O.C. MAX.WALL BRACKETGUARDRAILAT STAIR PERIMETERAT WALL1 1/4 - 2"42" MIN. ABOVE LANDING
OR 34"-38" ABOVE NOSING AS HANDRAIL
(CBC 1012.2)1 1/4 - 2"1 1/2"CLR34" - 38" ABOVE NOSING HANDRAILNON CIRCULAR PERIMETERBETWEEN 4" AND 6 1/4" PERCBC 1012.3 TYPE 1HANDRAIL / GUARDRAILSTAIRS3"=1'-0"18'-0"4"12'-0"5'-0"9'-0"17'-0"2'-6"NOPARKING0503020104081. 5% SLOPE 2% CROSS SLOPE TYPICALACCESS ROUTE2. 6" CONCRETE CURB3. PAINTED STRIPE. ACCESS AISLES SHALLBE MARKED WITH A BLUE PAINTEDBORDERLINE AROUND PERIMETER.4. RAMP 1:12 MAX SLOPE5. TRUNCATED DETECTABLE WARNING PERCBC 11B-705.16. 12" WIDE BAND GROOVED PER CBC 11A-3K7. INTERNATIONAL SYMBOL OFACCESSIBILITY (ISA):THE CENTERLINE OF ISA SHALL BE AMAXIMUM OF 6 INCHES FROM THECENTERLINE OF THE PARKING SPACE, ITSSIDES PARALLEL TO THE LENGTH OF THEPARKING SPACE AND ITS LOWER CORNERAT, OR LOWER SIDE ALIGNED WITH, THEEND OF THE PARKING SPACELENGTH. 11B-502.6.4.18. 6"X6"X7'-0" CONCRETE STOP9. CONCRETE LANDING10. ADDITIONAL SIGNAGE PER DETAIL11. PARKING SPACES AND ACCESS AISLESSERVING THEM SHALL COMPLY WITHSECTION 11B- 302, A MAXIMUM OF 2%PERMITTED IN ANY DIRECTION.12. THE WORDS "NO PARKING" SHALL BEPAINTED ON THE SURFACE WITHIN EACHACCESS AISLE IN WHITE LETTERS AMINIMUM OF 12" IN HEIGHT AND LOCATEDTO BE VISIBLE FROM THE ADJACENTVEHICULAR WAY.0948 MIN.48"MIN.064"07AD5042407041'-0"10AD50423ACCESSIBLE PARKING STALLS1/8"=1'-0"1112ACCESSIBLE PARKING SIGN1"=1'-0"RESERVEDPARKING01 ACCESSIBLE PARKING SIGN SHALLMEET SECTION 11B-502 CBC.02 SIGN SHALL BE CENTERED ON THEINTERIOR END OF THE PARKINGSPACE03 VAN ACCESSIBLE SIGN WHERE INDICATED ON SITE PLAN04 2" STEEL POST WHERE OCCURS05 GREEN LETTERING AND BORDER06 WHITE SYMBOL ON BLUE SQUARE07 WHITE BACKGROUND08 METAL SIGN09 GREEN LETTERING10 CONCRETE BASE5'-0"VAN ACCESSIBLE040960" CLEARANCE MINIMUM 1'-0"1'-6"3'-0"1'-0"84" WHEN PEDESTRIAN PATH FROM VEHICLEPASSES BY OR UNDER THE SIGN 05060708070810010203MINIMUM FINE $250NOTE:AN ADDITIONAL SIGN SHALL BE POSTED EITHER; A) IN ACONSPICUOUS PLACE AT EACH ENTRANCE TO ANOFF-STREET PARKING FACILITY OR B) IMMEDIATELYADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLEFROM EACH PARKING SPACE.THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHESWIDE BY 22 INCHES HIGH IN LETTERS WITH A MINIMUMHEIGHT OF 1 INCH THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATEDACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHINGPLACARDS OR SPECIAL LICENSE PLATES ISSUED FORPERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THEOWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMEDAT: _________________________ OR BY TELEPHONING______________________ BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATEINFORMATION AS A PERMANENT PART OF THE SIGN.NOTE: ACCESSIBLE PARKING PAVEMENTSYMBOL TO COMPLY WITH CURRENTSTATE REQUIREMENTS:SECTION 11B-502.6.4 & 11B-703.7.2.101 PAINT WHITE02 PAINT "HANDICAP BLUE"02ACCESSIBILITY SYMBOL1/2"=1'-0"3'-0"3'-0"011. TOP DIAMETER OF 0.45 TO ,047 INCHES OR 11.4TO 11.9 MM2. BASE DIAMETER OF 0.9 TO 0.92 INCHES OR 22.9TO 23.4 MM3. MANUFACTURED TRUNCATED DOME UNITSSHALL COMPLY WITH CBC 11B-705.1 IN ALLRESPECTSB. PLAN2.3-2.4"2 3/8".65' MIN A. ELEVATION6" = 1'-0"010.2"0258-61 MM58-61 MM16.5 MM 5.1 MMTRUNCATED DOME SIZE & SPACING3"=1'-0"LIGHT SWITCH, THERMOSTAT
DOOR LEVER
CL RR SIGN
15" MIN
32"-42"
48" MAX
48" MIN - 60"MAX5"2"ACCESSIBLE DOOR VIEWER
34" - 44"
AND PANIC HARDWAREDEVICE (OUTLET, ETC)MOUNTING HEIGHTS1/2"=1'-0"CALIFORNIA COMPLIANT SIGNAGEBY KROY OR APPROVED WHEREINDICATEDDEVICE (SWITCH, T-STAT, ETC)TOILET IDENTIFICATIONUNISEX3"=1'-0"1/4"1/4"1'-0"UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE ¼” THICK, 12” IN DIAMETER, WITH A ¼” THICK TRIANGLE WITH A VERTEXPOINTING UPWARD SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12” DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLESYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THEDOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND (11B-216.8.1,11B-703.7.2.6.3)CLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGV..\Common\Vance Signa
ture.jpg1PLAN CHECK 108-27-20SHEA HOMES2 ADA STREETSUITE 200 IRVINE, CA 92618p. 949-562-8800SN AG/MGNEWPORT BEACH,CALIFORNIASALESOFFICEMARINERSHORESATTHE CAY2134 CRESTA DRIVE DETAILSAD50211111PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
123456789101314151819202325TJI FLOOR JOISTS (REFER TO STRUCTURAL)RIM JOIST PER STRUCTURALFLR./ CLG. ASSEMBLY(REFER TO BLDG. PLANS)2X FRAMING (REFER TO STRUCTURAL)HEADER (REFER TO STRUCTURAL)5/8" TYPE 'X' GYPSUM BOARDWINDOW FRAME7/8" CEMENT PLASTER O/ WIRE MESH1 HR FLOOR TO WALL ASSEMBLY1-1/2"=1'-0"2"MIN. AIRSPACE (SEE PLANS)8" PREFERRED4" MIN.DOUBLE ROW OF MIN. 2X4 STUDS AT 16" O.C.ON SEPARATE PLATES MINIMUM 2" APARTBASE LAYER: 5/8" TYPE 'X' GYPSUMWALLBOARD OR GYPSUM VENEER BASEAPPLIED AT RIGHT ANGLES TO EACH SIDE OFDOUBLE ROW STUDS WITH 6d COATED NAILS,1-7/8" LONG, 0.085" SHANK, 1/4" HEADS, 6"O.C.FACE LAYER: TYPE 'X' GYPSUM WALLBOARDOR GYPSUM VENEER BASE APPLIED AT RIGHTANGLES ON EACH SIDE OF DOUBLE ROWSTUDS WITH 8d COATED NAILS, 2-3/8" LONG,0.100" SHANK, 1/4" HEADS, 8" O.C. JOINTSSTAGGERED 16" EACH LAYER AND SIDE.HORIZONTAL BRACING (BLOCKING) REQUIREDAT MID-HEIGHT.3-1/2" GLASS FIBER INSULATION STAPLED TOSTUDS IN STUDS SPACES ON ONE SIDE OFDOUBLE ROW STUDSDOUBLE ROW OF MIN. 2X4 STUDS AT 16" O.C.ON SEPARATE PLATES MINIMUM 2" APARTBASE LAYER: 5/8" TYPE 'X' GYPSUMWALLBOARD OR GYPSUM VENEER BASEAPPLIED AT RIGHT ANGLES TO EACH SIDE OFDOUBLE ROW STUDS WITH 6d COATED NAILS,1-7/8" LONG, 0.085" SHANK, 1/4" HEADS, 6"O.C.FACE LAYER: TYPE 'X' GYPSUM WALLBOARDOR GYPSUM VENEER BASE APPLIED AT RIGHTANGLES ON EACH SIDE OF DOUBLE ROWSTUDS WITH 8d COATED NAILS, 2-3/8" LONG,0.100" SHANK, 1/4" HEADS, 8" O.C. JOINTSSTAGGERED 16" EACH LAYER AND SIDE.HORIZONTAL BRACING (BLOCKING) REQUIREDAT MID-HEIGHT.3-1/2" GLASS FIBER INSULATION STAPLED TOSTUDS IN STUDS SPACES ON ONE SIDE OFDOUBLE ROW STUDS(3) 2X STUDS, (ALT. 4X6), AT WALL INTERSECT'NINTERSECTING 2X WOOD STUD WALL WITHMINIMUM 1/2" GYPSUM BOARD EA. SIDE (5/8"TYPE 'X' GYPSUM BOARD EA. SIDE AT 1-HRRATED CONDITIONS).NOTES:1. MIN. 1-HR. WALL ASSEMBLY INSTALLED PER GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL GA-600-2006 18TH EDITION GA FILENO. WP 3820 MIN. 50 STC PER C.B.C. 1207.7 CONTACT ARCHITECT FOR REPORT2. ELECTRICAL, PLUMBING AND OTHER SERVICES SHOULD ONLY BE ATTACHED TO THE SIDE OF THE WALL OF THE UNIT IT SERVICES. NOATTACHMENTS OR SERVICES CAN BE LOCATED IN THE AIR SPACE BETWEEN THE STUDS.3. WHERE DRAFT STOPPING IS REQUIRED ACROSS THE STUDS, THE DRAFT STOPPING SHALL BE MINERAL WOOL OR FIBERGLASS INSULATIONSTAPLED TO THE STUDS. NO MATERIAL SUCH AS GYPSUM BOARD WILL BE ACCEPTED.4. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE RESISTANCE RATED WALL OR PARTITION SYSTEM, WOOD STRUCTURAL PANELS SHALL BEPERMITTED TO BE ADDED TO ONE OR BOTH SIDES. SUCH PANELS SHALL BE PERMITTED TO BE APPLIED EITHER AS A BASE LAYER DIRECTLY TOTHE FRAMING (UNDER THE GYPSUM BOARD), AS A FACE LAYER (OVER THE FACE OF GYPSUM BOARD), OR BETWEEN LAYERS OF GYPSUMBOARD IN MULTI-LAYER SYSTEMS. WHEN SUCH PANELS ARE APPLIED UNDER THE GYPSUM BOARD OR BETWEEN LAYERS OF GYPSUMBOARD THE LENGTH OF THE FASTENERS SPECIFIED FOR THE ATTACHMENT OF THE GYPSUM BOARD APPLIED OVER THE WOOD STRUCTURALPANELS SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE WOOD STRUCTURAL PANELS. FASTENER SPACING FOR THEGYPSUM BOARD AND THE NUMBER OF LAYERS OF GYPSUM BOARD SHALL BE AS SPECIFIED IN THE SYSTEM DESCRIPTION. (GA-600-2006FIRE RESISTANCE DESIGN MANUAL GENERAL EXPLANATORY NOTES.)UNIT TO UNIT COMMON WALL ASSEMBLY1-1/2"=1'-0"DECK FLOOR ASSEMBLY, 1 HOURDECK FLOOR, 1 HOUR1-1/2"=1'-0"BASE LAYER 5/8" TYPE X GYPSUM SHEATHING APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOISTS 24" O.C. WITH 11/4" TYPE W OR S DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEERBASE APPLIED AT RIGHT ANGLES TO JOISTS WITH 1 7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS ANDINTERMEDIATE JOISTS AND 1 1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF ENDJOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2" PLYWOOD WITH EXTERIORGLUE APPLIED AT RIGHT ANGLES TO JOISTS WITH 8d NAILS. CEILING PROVIDES ONE HOUR FIRE RESISTANCEPROTECTION FOR FRAMING, INCLUDING TRUSSES.GA FILE NO. FC 5406GENERIC1 HOUR FIREFIRE TEST: FM FC 172, 2-25-72;ITS, 8-6-9835 TO 39 STCSOUNDSOUND TEST: ESTIMATED5/8" MIN. FLOOR SHEATHING -SEE STRUCTURAL DRAWINGS2X10 WOOD JOISTS - SEESTRUCTURAL DRAWINGS(2) LAYERS 5/8" MIN TYPE XGYPSUM SHEATHING1-COAT STUCCO OVER LATHWATERPROOF DECK MATERIAL,SPECIFIED BY BUILDERW.R.B.GARAGE CEILING/UNIT FLOOR, 1 HOUR1-1/2"=1'-0"UL L-583GENERIC1 HOUR FIRE62+ STCSOUND7/8" FURRING HAT CHANNEL 48" O.C. APPLIED PERPENDICULAR TO MINIMUM 14" DEEP WOODI-JOISTS. BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO HATCHANNEL, WITH MINIMUM 1 1/4" DEEP X 1 1/2" WIDE FLANGES AND MINIMUM 3/8" WEBS, 24"O.C. WITH 1 5/8" TYPE W OR S DRYWALL SCREWS 12" O.C. FACE LAYER 5/8" TYPE X GYPSUMWALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2" TYPE W OR S DRYWALL SCREWS 12"O.C. AT INTERMEDIATE I-JIOSTS, 8" O.C. AT END JOISTS, AND 1 1/2" TYPE G DRYWALL SCREWS 8"O.C. PLACED 6" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYERJOINTS. WOOD I-JOISTS SUPPORTING 3/4" PLYWOOD APPLIED AT RIGHT ANGLES TO I-JOISTSWITH 8d COMMON NAILS. 1" LIGHTWEIGHT CONCRETE POURED OVER 1/4" ACOUSTI-MAT.01040203050607IIC 781. CARPET2. 7/16" CARPET PADR3. 3/4" MIN. FLOOR SHEATHING - SEESTRUCTURAL DRAWINGS4. 14" DEEP TJI FLR JOIST - SEESTRUCTURAL DRAWINGS FOR TYPE5. 7/8" 20G FURRING HAT CHANNEL6. "ISOMAXX" RESILIENT ISOLATION SNAPCLIP7. (2) LAYERS 5/8" TYPE X GYP BOARD8. NOM 6-1/4 IN. THICK, (R-19)INSULATION SHALL BE DRAPED OVERTHE FURRING CHANNELS AND GYPBOARD CEILING MEMBRANE, ANDFRICTION-FITTED BETWEEN JOISTS ORTRUSSES08FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 16"O.C. WITH 6d COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. ONE INCH (1") AIR GAP. FACE LAYER OF 5/8" TYPE 'X' GYPSUMBOARD VERTICALLY APPLIED AT RIGHT ANGLES OVER 2X6 WOOD STUDS WITH 66d COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7"O.C. GLASS FIBER IN STUD CAVITY.BATT INSULATION(1) LAYER 5/8" TYPE X GYPSUM BOARDPLUMBING WALL ASSEMBLY, 1 HOURGYP BOARD, DOUBLE, U3411-1/2"=1'-0"UL U3411 HOUR FIRE60+ STCSOUNDREQUIRED:ALL JOINTS, TOP AND BOTTOM MUSTBE SEALED WITH ACOUSTICAL SEALANT16" O.C.2X4 FRAMING SPACED 16" O.C.1"BATHROOM2X4 FRAMING SPACED 16" O.C.(1) LAYER 5/8" TYPE X GYPSUM BOARD2X FRAMING SPACED 16" O.C.16" O.C.WALL ASSEMBLY, 1 HOURGYP BOARD1-1/2"=1'-0"UL U3051 HOUR FIRE30-34 STCSOUND5/8” (15.9 MM) TOUGHROCK® FIREGUARD X™ OR 5/8” (15.9 MM) DENSARMOR PLUS® FIREGUARD® GYPSUM BOARD APPLIED VERTICALLY (ULCW301) OR HORIZONTALLY (UL U305) TO EACH SIDE OF 2” X 4” WOOD STUDS 16” (406 MM) O.C. WITH 1-7/8” (48 MM) 6D COATED NAILS SPACED7” (178 MM) O.C. JOINTS STAGGERED. ULC W301 ALLOWS VERTICAL APPLICATION ONLY.(1) LAYER 5/8" TYPE X GYPSUM BOARDUL L-583GENERIC1 HOUR FIREFLOOR ASSEMBLY, 1 HOURFLOOR, 1 HOUR1-1/2"=1'-0"62+ STCSOUND7/8" FURRING HAT CHANNEL 48" O.C. APPLIED PERPENDICULAR TO MINIMUM 14" DEEP WOODI-JOISTS. BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO HATCHANNEL, WITH MINIMUM 1 1/4" DEEP X 1 1/2" WIDE FLANGES AND MINIMUM 3/8" WEBS, 24"O.C. WITH 1 5/8" TYPE W OR S DRYWALL SCREWS 12" O.C. FACE LAYER 5/8" TYPE X GYPSUMWALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2" TYPE W OR S DRYWALL SCREWS 12"O.C. AT INTERMEDIATE I-JIOSTS, 8" O.C. AT END JOISTS, AND 1 1/2" TYPE G DRYWALL SCREWS 8"O.C. PLACED 6" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYERJOINTS. WOOD I-JOISTS SUPPORTING 3/4" PLYWOOD APPLIED AT RIGHT ANGLES TO I-JOISTSWITH 8d COMMON NAILS. 1" LIGHTWEIGHT CONCRETE POURED OVER 1/4" ACOUSTI-MAT.01040203050607IIC 781. CARPET2. 7/16" CARPET PADR3. 3/4" MIN. FLOOR SHEATHING - SEESTRUCTURAL DRAWINGS4. 14" DEEP TJI FLR JOIST - SEESTRUCTURAL DRAWINGS FOR TYPE5. 7/8" 20G FURRING HAT CHANNEL6. "ISOMAXX" RESILIENT ISOLATION SNAPCLIP7. (2) LAYERS 5/8" TYPE X GYP BOARD8. NOM 6-1/4 IN. THICK, (R-19)INSULATION SHALL BE DRAPED OVERTHE FURRING CHANNELS AND GYPBOARD CEILING MEMBRANE, ANDFRICTION-FITTED BETWEEN JOISTS ORTRUSSES08REFER TO STRUCTURAL DRAWINGS FOR ALL BLOCKING , BRACING AND NAILING.SEE 2/AD3 FOR TYPICAL EAVE DETAIL FOR ROOFING MATERIAL AND WATERPROOFING NOT SHOWN.CORROSION RESISTANT METAL"BASE SCREED" WITH WEEP HOLES,SEE DETAILAD50011 HOUR FLOORASSEMBLY, SEE DETAILAD5058EXTERIOR WALL ASSEMBLY AT DECKEXT WALL, DECK, THREE STORY1-1/2"=1'-0"FINISHFLOOR1 HOUR EXTERIOR WALL ASSEMBLY,SEE DETAILAD50541 HOUR ROOF/CEILINGASSEMBLY, SEE DETAILAD5055SECOND FLOORFIRST FLOORINTERIOREXTERIOR FLOOR JOISTS, PER STRUCTURALRIM JOIST, PER STRUCTURALATTICDECK TO WALL, SEE DETAILAD5038, 9,10EXTERIOR FINISH PER ELEVATIONS1 HOUR DECKASSEMBLY, SEEDETAILAD5057INTERIOREXTERIOR REFER TO STRUCTURAL DRAWINGS FOR ALL BLOCKING , BRACING AND NAILING.SEE AD502 FOR TYPICAL EAVE DETAIL FOR ROOFING MATERIAL AND WATERPROOFING NOT SHOWN.CORROSION RESISTANT METAL"BASE SCREED" WITH WEEP HOLES,SEE DETAILAD50011 HOUR FLOORASSEMBLY, SEE DETAILAD50514EXTERIOR WALL ASSEMBLY AT EAVEEXT WALL, EAVE, THREE STORY1-1/2"=1'-0"FINISHFLOOR1 HOUR EXTERIOR WALLASSEMBLY, SEE DETAILAD5054SECOND FLOORFIRST FLOORINTERIOR
EXTERIOR
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EXTERIOR AD50214AD5029AD5024EAVE AT EXTERIOR FINISH, SEEDETAIL1. ROOFING, CLASS 'A' MIN2. EXTERIOR FINISH PER ELEVATION3. GYPSUM BOARD AT FLOOR/CEILING: FILLSPACE BETWEEN FLOOR/CEILING ANDGYPSUM BOARD AIR TIGHT WITH ACOUSTICALCAULK, TYPICAL.4. TOPPING SLAB AS OCCURS – REFER TOSTRUCTURAL ENGINEERING FOR LOCATIONS5. RIM JOIST, PER STRUCTURAL6. FLOOR JOISTS, PER STRUCTURAL0103020304050602050616" O.C.EXTERIOR WALL ASSEMBLY, 1 HOUR - 1-COAT STUCCOV3111-1/2"=1'-0"1 HOUR FIREINTERIOR: 5/8” GYPSUM BOARD APPLIED VERTICALLY OR HORIZONTALLY TO 2” X 4” WOOD STUDS 16” (406 MM) O.C. WITH 1-7/8” (48 MM) 6DCOATED NAILS SPACED 7” (178 MM) O.C.EXTERIOR: 7/8" EXTERIOR CEMENT PLASTER OVER METAL LATH OVER 2 LAYERS OF WEATHER RESISTIVE BARRIER TO 2" X 4" WOOD STUDS AT 16"(416 MM) O.C.7/8" EXTERIOR CEMENT PLASTER (PLASTER MIX1:4 FOR SCRATCH COAT AND 1:5 FOR BROWNCOAT, BY VOLUME, CEMENT TO SANDMETAL LATH, FASTENERS > DEPTH OF SHEATHINGTWO (2) LAYERS OF WEATHER RESISTIVE BARRIERMINIMUM 2X4 WOOD FRAMING SPACED 16" O.C.ONE (1) LAYER 5/8" TYPE X GYPSUM BOARDWITH 6D WALLBOARD NAILS AT 7" O.C.ANSI/UL 263LP “BLAZEGUARD PLUS”FIRE-RESISTANT SHEATHING16" O.C.EXTERIOR WALL ASSEMBLY, 1 HOUR - SIDINGV3111-1/2"=1'-0"1 HOUR FIREINTERIOR: 5/8” GYPSUM BOARD APPLIED VERTICALLY OR HORIZONTALLY TO 2” X 4” WOOD STUDS 16” (406 MM) O.C. WITH 1-7/8” (48 MM) 6DCOATED NAILS SPACED 7” (178 MM) O.C.FIBER CEMENT SIDING MATERIAL(TYPE & EXPOSURE PER ELEVATON)TWO (2) LAYERS OF WEATHER RESISTIVE BARRIERMINIMUM 2X4 WOOD FRAMING SPACED 16" O.C.ONE (1) LAYER 5/8" TYPE X GYPSUM BOARDWITH 6D WALLBOARD NAILS AT 7" O.C.ANSI/UL 263LP “BLAZEGUARD PLUS”FIRE-RESISTANT SHEATHINGREFER TO STRUCTURAL DRAWINGS FOR ALL BLOCKING , BRACING AND NAILING.SEE TYPICAL RAKE DETAILS FOR ROOFING MATERIAL AND WATERPROOFING NOT SHOWN.1 HOUR COMMON WALLASSEMBLY, SEE DETAILAD50511-HOUR FLOORASSEMBLY, SEEDETAILCOMMON WALL ASSEMBLY - DUPLEXTRUSSES PARALLEL, THREE STORY1-1/2"=1'-0"AD5056INTERIOR INTERIOR
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WP382055 TO 59 STCSOUND1 HOUR ROOF/CEILINGASSEMBLY, SEE DETAILATTICTHIRD FLOORATTICINTERIOR
INTERIOR AD5055AD505141. ROOFING, CLASS 'A' MIN2. GYPSUM BOARD ATFLOOR/CEILING: FILL SPACEBETWEEN FLOOR/CEILING ANDGYPSUM BOARD AIR TIGHT WITHACOUSTICAL CAULK, TYPICAL.3. TOPPING SLAB AS OCCURS –REFER TO STRUCTURALENGINEERING FOR LOCATIONS4. RIM JOIST, PER STRUCTURAL5. FLOOR JOISTS, PER STRUCTURAL6. 2" AIR GAP7. PERIMETER ISOLATION STRIP8. FIRE BLOCKING/FIRE-STOPPING -LOCATE IN CONCEALED SPACESOF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES, ATTHE CEILING AND FLOOR LEVELSAND AT 1O-FOOT INTERVALS BOTHVERTICAL AND HORIZONTAL.060603050504020204TOPPING SLAB FLOORASSEMBLY, SEEDETAIL0207DOUBLE1-HR FIRE081/2" MIN ROOF SHEATHING -BATT INSULATIONROOF/CEILING ASSEMBLY, 1 HOURTRUSS1-1/2"=1'-0"BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C.WITH 1 1/4" TYPE W OR S DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD ORGYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S DRYWALL SCREWS 12"O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ONEITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 1/2"WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8d NAILS. APPROPRIATE ROOFCOVERING. CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES.SEE STRUCTURAL DRAWINGSGA FILE NO. RC 2602GENERIC1 HOUR FIREWOOD TRUSS(2) LAYERS 5/8" MIN TYPE XGYPSUM BOARDFIRE TEST: FM FC 172, 2-25-72;ITS, 8-6-98WP 3640TOPPING SLAB1-1/2"=1'-0"WP 3820GENERIC1 HOUR FIRE62+ STCSOUND1. CARPET2. 7/16" CARPET PAD3. 1 3/4" MAXXON GYPCRETE UNDERLAYMENTTO BE FLUSH W/ ADJACENT T.O. SUBFLOOR4. 3/8" ACOUSTIC-MAT5. 3/4" MIN. FLOOR SHEATHING - SEESTRUCTURAL DRAWINGS6. 11 7/8" DEEP TJI FLR JOIST - SEE STRUCTURALDRAWINGS FOR TYPE7. NOM 6-1/4 IN. THICK, (R-19) INSULATIONSHALL BE DRAPED OVER THE FURRINGCHANNELS AND GYP BOARD CEILINGMEMBRANE, AND FRICTION-FITTED BETWEENJOISTS OR TRUSSES8. 7/8" 20G FURRING HAT CHANNEL9. "ISOMAXX" RESILIENT ISOLATION SNAP CLIP10. 5/8" SOUNDBREAK XP GYP BOARD 1-HOURRATED11. APPLY GREEN GLUE NOISEPROOFINGCOMPOUND BETWEEN GWB LAYERS PERMANUFACTURERS INSTRUCTIONS12. 5/8" TYPE X GYP BOARD13. PERIMETER ISOLATION STRIP14. 2X4 NAILER/LEGDER15. BACKER BLOCK16. DBL 2X6 TOP PLATE/FIRE STOP010203040506070910111208AD50561314PLAN 1PLAN 4PLAN 412AD505115160908IIC 61FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2X WOOD STUDS 16"O.C. WITH 6d COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. ONE INCH (1") AIR GAP. FACE LAYER OF 5/8" TYPE 'X' GYPSUMBOARD VERTICALLY APPLIED AT RIGHT ANGLES OVER 2X WOOD STUDS WITH 66d COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7"O.C. GLASS FIBER IN STUD CAVITY.BATT INSULATION(1) LAYER 5/8" TYPE X GYPSUM BOARD2X FRAMING SPACED 16" O.C.WALL ASSEMBLY, 1 HOURGYP BOARD, DOUBLE, U3411-1/2"=1'-0"UL U3411 HOUR FIRE54 + STCSOUNDREQUIRED:ALL JOINTS, TOP AND BOTTOM MUSTBE SEALED WITH ACOUSTICAL SEALANT2X FRAMING SPACED 16" O.C.16" O.C.2"(1) LAYER 1/2" GYPSUM BOARD2X FRAMING SPACED 16" O.C.16" O.C.WALL ASSEMBLYGYP BOARD1-1/2"=1'-0"(1) LAYER 5/8" TYPE X GYPSUM BOARD1/2" MIN ROOF SHEATHING -BATT INSULATIONROOF/CEILING ASSEMBLYTRUSS1-1/2"=1'-0"BASE LAYER 1/2" GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 11/4" TYPE W OR S DRYWALL SCREWS 24" O.C.WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8dNAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FORTRUSSES.SEE STRUCTURAL DRAWINGSWOOD TRUSS(1) LAYER 1/2" MINGYPSUM BOARD16" O.C.EXTERIOR WALL ASSEMBLY1-1/2"=1'-0"INTERIOR: 1/2” GYPSUM BOARD APPLIED VERTICALLY OR HORIZONTALLY TO 2” X 4” WOOD STUDS 16” (406 MM) O.C. WITH 1-7/8” (48 MM) 6DCOATED NAILS SPACED 7” (178 MM) O.C.EXTERIOR: 7/8" EXTERIOR CEMENT PLASTER OVER METAL LATH OVER 2 LAYERS OF WEATHER RESISTIVE BARRIER TO 2" X 4" WOOD STUDS AT 16"(416 MM) O.C.7/8" EXTERIOR CEMENT PLASTER (PLASTER MIX1:4 FOR SCRATCH COAT AND 1:5 FOR BROWNCOAT, BY VOLUME, CEMENT TO SANDMETAL LATH, FASTENERS > DEPTH OF SHEATHINGTWO (2) LAYERS OF WEATHER RESISTIVE BARRIERMINIMUM 2X4 WOOD FRAMING SPACED 16" O.C.ONE (1) LAYER 1/2" GYPSUM BOARD WITH6D WALLBOARD NAILS AT 7" O.C.NOTE:SEE EXTERIOR ELEVATIONS FOR FINISHCLIENT:PROJECT:DRAWN: CHECKED:REVISIONS:DATE:SHEET:SHEET TITLE:17848 SKY PARK CIRCLE, SUITE DIRVINE, CALIFORNIA92614916.346.1962IDE rcARCHITECTURE + PLANNINGV..\Common\Vance Signa
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DWG: P:\M\MELA-001\dwg\Sheets\PG\Shea\Model\MPG-P006-03_PG.dwg BY: jhendricks Aug 18, 2020 - 3:38:06pmPROJ:SHEA-006 0SCALE: 1" = 10'5 102090°
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DWG: P:\M\MELA-001\dwg\Sheets\PG\Shea\Model\MPG-P006-01_TTL.dwg BY: jhendricks Sep 14, 2020 - 2:58:27pmPROJ:SHEA-0069/17/2020PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
DWG: P:\M\MELA-001\dwg\Sheets\PG\Shea\Model\MPG-P006-01_TTL.dwg BY: jhendricks Sep 14, 2020 - 2:58:41pmPROJ:SHEA-0069/17/2020PA2020-202ZONING ADMINISTRATOR 10/15/2020 - APPROVED (17 PAGES)
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DWG: P:\M\MELA-001\dwg\Sheets\PG\Shea\Model\MPG-P006-03_PG.dwg BY: jhendricks Sep 16, 2020 - 10:15:21amPROJ:SHEA-006 0SCALE: 1" = 10'5 10209
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DWG: P:\M\MELA-001\dwg\Sheets\PG\Shea\Model\MPG-P006-04_AD.dwg BY: jhendricks Sep 14, 2020 - 3:01:59pmPROJ:SHEA-006 0SCALE: 1" = 10'5 1020TTJJJJ
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