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BD./eqD. SUL BUL BN C. S. B]T. CON CENT. C.I. OIL MC. G.M GN.U. GO. NL GONG CpM. ITT. CET. C.S.I. CL ON CAR H.B. MMWA H.H. HGF. O. XLgLTE INS1L INS INN. Lµ. uv. FlMR COL. OE ANK E M Y pNAL MI . uTME MIN /A9CNIIECNPK 9L. H.O. N.I.c. NO. NOY. R.I.E. D. UNR cPM4ft JpIM METER MARMAY D T.O.P. D.PL ADP OF PM,PR MP OF PATE TO A.S. MP OF MEAMNG/DUCT En TRANS TY TRMSNRMER LFIEYIgI. 3 BWiO TR. D.x.D. TAFGLL NOTED DMWXISE PoNITLWTOR VAR VARA� CE FMLT. �' WERTGLL IMEMUR VON WON EAM S. W WO. WATER CLOSE, MOD WA_NEARD W.N. WATER NEATER SCORE •W.,L Y.RODWT IBM .IT. W.o. WH�EAE DDWRS ENORDNIEM METAL W.fl. W.W.4. WATER REBSI%Y WDDW BE µESN I ABBREVIATIONS I 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS & RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AN ENCROACHMENT PERMIT MUST BE OBTAINED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY FROM THE PUBLIC WORKS DEPARTMENT. 3. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB & GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1" WATER SERVICE, WATER -METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX & LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER. SAID DETERMINATION & THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 4. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY W/ CITY COUNCIL POLICY L-6 & L-18. 5. NEW CONSTRUCTION REQUIRES FIRE SPRINKLERS THROUGHOUT THE STRUCTURE IN ACCORDANCE WITH NFPA-13D. OBTAIN A FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 6. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55 DBA WITH TIMER/ 65 DBA WITH NEIGHBORS CONSENT) PER SECTION 10.26.045 OF THE NBMC. 7. DEFERRED SUBMITTALS TO BE REVIEWED BY THE PROJECT ARCHITECT OR ENGINEER OF RECORD & CERTIFIED PRIOR TO SUBMITTAL FOR PUN CHECK OR APPROVED BY THE CITY: • FIRE SPRINKLER SYSTEM • HN.A.C. SOUND ATTENUATION DESIGN. B. ALL SETBACKS ARE MEASURED FROM THE PROPERTY LINE TO THE FACE OF FINISH. 1. ALL MRRE'E UTpA. µUMOLG' 6 C. N.A.Wro ALL CAVWNING BNLOW, 2 p3MPALTGR SIWL NSR MR SIZE FAMILLWBE HIMSELF RIM, ME WETHG DERSDI E. A.. AN. JRGEMEUNG WE RESSREMEME OF ME COMPACT CIXUMEMB COMMUCTI 9 W➢CPY ALLS. EI L GIMEMIONENTONS AND COMMONS PRIOR TI BEGINNING ANY WORK AN. E. NOTIFY ME DESIGNER OF ANY DISCREPAKIQ m NOT3. IN ME EVENT OF DISCREPANCIES BETWEEN A4 MAKING"µD/OR SPECIFl ATOXS. ME RASHER CS MORE RES SLATME PoNMOX BI BE CO.OEEMEO ME CO REQUIREMENT, UNLESS TWERAGGE STATED IN WRAITHS MD. ME MYHEA. 6. SOLELY AS A CLWv£NIpICE 1G ME OWNER µ0 CWIP{LTOR. ME OESICXEA IMY INCWOE DCLUMFXIS PI£PAiEO BY CERPNX COHSULiµS pR INWRPoMIE ME REO]MMED TIXS OF SLID PoNSULTAHIS IXPB ME .CUM PREPµEp B( ME D6MNEA WTXIH ME SE! OF WCUMENIS 14VE0 B! ME DE9CNFR. R IS dPSEESL UNDFASIWO TNi BY SVCN ISSWWCE ME OESIIXIER 0.4UME5 HO UADIUTY NR ME BfRgLES LF BVO C016VLTA415. S. ME GdEPK CONTRACTOR IS RESPONSIBLE MR COORGINATpN BETWEEN EN ALL SVB-PoNGN:IORS, INCLUDING MORE HRED BY OWNER, µD SIION MISS WORK AS MAY BE NECE40Rf FOR COMPLEGON OF ME PRWECF. 0. GENERAL CONTRACTOR MAL CO]RGMATE ALL UNDERCRWXO ITEMS WITH ME %xMBIXG AND ELMOSM SUBCONTRACTORS. 7. UNLESS pMWATSE INOIGIEO ON THESE SWINGS OR IN ME SPELIFlanOXS IS BONG N.10' OR FORMA. ALL nEMs. MARAWS, MMR I.C. GP SAME ME A PART CF ME CONTRACT 06IN BY WERE DRAWN. µG 9iCIFl.S. B. CONTW SEER SNVL PRWIDE MELD PROTECTION AS NEC ESSAY AND RECVIRPo BY MPINIBIE TOM µ0 ASEND .. REQUIREMFMS AM ME DEPMMEM OF PUBLIC WORKS PASS TO COMMENCEMENT OF WORK. 9. WNIP/CMR SIWL OMAN ALL PERMITS µD CHECK DOWNWIND ANDS ND6 SPECIRGTCNS FOR CO CCARMIION MELLOW REMDYAL OR RENGAWN OF CLOSING USAGES OR RARER PN151CLL CBIECIS SHOWN ON PLANS OR NNETRSE NONE, IB All PENE ARDAM OF I -HOUR PRE REGIME CONSMUCTON SIWL BE PROIECIED WOH 1. FIRE A6EMBLI6. Proposed New Residence for. LA 1A 1 LLC a 1423 Mariners Drive Newport Beach, California 92660 11 FLOOR PLAN FROMM COMM WALL DRUMMING. AEL IIIIENIOx MO EYIE91aR WALL PROJECT DESCRIPTION DMENSpNS ME M POLE OF SAD. FAH OF BLOCK. FACE OF WNCREIE. UNIE45 MHmAssE umm. ..A, NULL cpwux czD DmvuTGrs THE M CENTµ OF CONSTRUCT A NEW 2-STORY W MESSAGE MORE. OM MC N. ITS U.. OIHEBME£ NBIPo. ME CCNRXTOR MALL PRO✓OE PoUO WOCMX6 M REQUIRED MR ALL INIFAIOR AN IXlFliCG MINT. RN191E5 µ0 XMMYME ER.. AND S. CWRDWIE AND PRONDE AL. FPAMIXC µ0 SPICING M HECESYAY NR INATN nOx OF N.I.C. EQUIPMENT WMARED, 13 MORRIS WUMM SCOW. COMPLY SAW CITY OF LOS ANGELES CRY BUIMM WOE 14 PRGME MEW. TRIM OR ENDING AT ALL MGM H RAMPED O2 G. AlpfgC6 BHFRE T TBWJWIES OR METE ANOTHER WIFRVL UNLESS NOTED OM.SE. 15 PROWDE METAL COMES BEAM AT ALL OUTSIDE CODING OF PLASTERED OR ORfN011 SURFACES. UM6S NOTED OTHERWISE IB All MGOMW µD INTRIDS EYPWO 4ElAL W. RMUNGS NOUIIDN4 FRAMES. CA9NC. E1 C.. SYNC BE P.VNIFD. URLE . OMWMSE 17 PRICE RAMADA PROIECDON BETWEEN OISSIMIUM MFRLS. 10 HERE URGER BIROS OR FURRUM ME SOURCE TO COVER GUSTS. PIPING. COMMIT,ETC. ME LARGER SITE MI OR FURRING NI WIND ME FULL LENUM OF ME SURFACE WHERE NURSING XCUM UNLESS OI .BE NOTED. IB All PENETWTONS MRWCH MY SURFACE WALL. BE MOROUCXLY MALM RO ME GENERAL CONTRACTOR SXVL PROYCE All NECES RY CEWXG OR WxL ACCESS PANELS M RWUME BY CONERNIHC MENLIES MR AIR CONDOONWC, PW4BIN6, AND DEOMEM SYSNSAS PRE.. ASSEMBLED RMS SELF B. DENCM EI All STORES WNL OPENINGS. FlMHINW,, COUNTER FlASXINGS, COPINGS, AMIDERPIMM .1.. BE WWMERPROOF. ]l GENERAL CONTRACTOR SRVL BE RO PONSIBIF MR ME CONNECTIONS OF ALL IRIIFIIES. INCLUDING BUT NET UW MRTO WAIEA, ONES. BR XUI GRAN,ETC., PAID. ME BUI.B. TO IRILTY MASS. SO E WNIRWTOR ILL G RESPONSIBLE FOR PROVIDING HS GAS M_MPMNE, MILLI, MET. AND REEF EW FOR ALL PROJECT NNCTONS, OFFICE MOONS, EIS. z1 PLC ORAOTNES MY.R GORE SSYAYTIODUN COMA T OLSMM6 WVPMD�T: ACH MWIZANONS M RAMONG MM. MOST BE SM. AT ME WNPIENON OF ME PROU.. 25 ME CMrtWLTSq SIWL UMIT ME INGRESS AND .REDS OF WHNEM k WUIPMFNT TO ME GOA IICIION SIZE TO NTlOazm PERSONS ONLY. MWCE M ANY EX SIG INTERIOR OR EATEMOR WNSMUCRON GI BE REPNRCE TD'URE NW WNDOON UNDER THIS WNRAGI WNME PARKING, STERCU E k TPNLLRS TO MFA ALLOWED, 28 COYIPACNOR SCOW. PHRASE AT ALL TIMES PROTECTOR MNNSF REAM. TO MMMALX NL WORN. MATERIALS. MPAUND B AND MINES DRAM INJURY INJUOR SCONCES. AT ME ENO OF ME DA WORN. ALL NEW WORN UKRY TO BE DAMAGES SPAN. BE CONSIDER OR MEMBER PROTECTED M REWIRED. UNLESS SPMIFlGLLY NOTED OMWNISE R7 ME COMMTOR CI µORGAN AT AL TAM AND. SAFETY BWRIGB6 AND IAFM ACCORD IN AND ON OF ME WORK SITE W AS M FACNRTE WY TMM ..... WLAEWM MD GFEIY. LB ME CONTRACTOR SIVL. FURNISH AND 1PAI PORTABLE FIRE COMMODORE M REQUIRED BY IGW. GGTE, AND . WDd AND REDS.. W PRICE DMNING IN COAL. M BECIMED TO SUPPORT LAWNRIE4. ODIUM OCCESMSM. GAMS GAS. ERE. N GENERAL COMMANDS R NOT M SEPARATE ME BET OF WNSTgULTON DCUMENTS. ME SETS ME TO REMAIN INTACT AT AL TMES. WERE BAWL BE AT DEAN ONE SET OF COMPLETE COCVMENR (NL DROWSE MO SPEEMEATONS) ON ME PROJECT AT ALL TM6. ]R AT ME ENG OF CONSRUMON, CONTRACTOR S,WL PROW DE GAMES WON WE RED-UXEC' M-BVID SE! OF DOCUMENTS, SN ARKS ANY MCDRGTGNS IN CONSTRUCT IDCH DODGE ROM ME CONSTRUCTOR DOCUMENTS AND ANY UNGARNED MET. WXOm0N4. W ME CONSTRUCTOR EWL. NET RESMICT A S-FWF CLEW h UNOBSTRUCTED ACCESS TO ANY WATER OR POMR GISPWBMON FMILNI6 (PtlAE9 PoLE3. PULL-Wffi, M NSFORMERS. VAULTS R MM VA 5 MEIfIV.S MPURRNANCES. W N 1R0-FEET OF AND POWWER LINES-BREMERME HOOKUR EOR NOT TIE NOR MMECONSTRUCTED . NLOOKED IN ME FRE IY. FAILURE TO COMPLY MAY GWSE CONSTR CTON DELAYS AND/ OR AN. OUNDMEM ]i MMB (MR -M .JUG - USIPoCII TS$ WON IS REQUIRED FOR PROJECTS IMCLWNC ODIpI111pN ACTM]Y WHERE ASBF3109 WMNNINO WhAM. IS PRESENT. FOR MORE INFORMATION, CONTACT ME MMO AT (SS) DIAI OR REMOW M FREI GEEGUNOIHO PEDIGREE DURING WNSRRUCTW SUCH M PRGE'CTON OF NMRNING PRCPWNEB A4 SECURED BEING @ MAP REDS SUCK M FENCING h BWPoEW (]]OE). ENMOWN I.)... ]B P.¢JWGE PLDtESE NUMERALS AT RAW WE SREE!-RDMXp EIEVgTON k ON ME ALLEY FACING SIRE Wg 37 A CALIFORNIA STAM GrvmW OF INGVSRW. SAFETY PERMIT IS REQUIRED FOB dGANNOWS G' OR MOBS Ix GEFFM M ME BOROM QF ERGVATGNS k MR ME SADIRON OR WNSRNWGN G BUILSIN6 OWN 3 ENTRIES IN HBGNT. ]S AL. WERE REIAIEB TO ME WATER IN ME NWc RIGµ -OF -WAY EWL. BE PERFORMED W A c-N NENCED PIPELINE COMPACTOR OR AN 'A' MEMED GIENCINELIANG C MWLTOR. M ALL WORK RELATED TO ME WMIE-WART IN ME PUBLIC RICRT-pF-WAY SHALL BE PRWRMED BY A C42 LICENSED BOUNDARY SEWER CONTRACTOR ON M'A' MERGED GENERAL EMINEDUXG CONTRACTOR. SINGLE-FAMILY RESIDENCE WITH ATTACHED 3-CAR GARAGE. AN LEGAL DESCRIPTION THE LAND REFERRED TO IN THIS SURVEY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF ORANGE, AND IS DESCRIBED AS FOLLOWS. LOT 35 OF TRACT NO. 3004, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 92, PAGES 1 AND 2, INCLUSIVE, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. SQUARE FOOTAGE FIRST FLOOR 2,317.66 SF SECOND FLOOR 2,027.43 SF HOUSE AREA 4,345.09 SF GARAGE 668.19 SF TOTAL AREA 5,013.28 SF LOT COVERAGE 2,985.85 SF (41.19%) LOT SIZE 7,249 SF CLASSIFICATION OCCUPANCY R3/U CONSTRUCTION TYPE V-B FIRE SPRINKLERS NFPA-13D CONSTRUCTION SHALL BE PER THE 2019 EDITIONS OF THE CBC, CPC, CIVIC, CEC, CGC, 2019 ENERGY & CITY OF NEWPORT BEACH CODES PROJECT DATA ZONE PC-3 (AREA 7) OWNER, LA21A, L-C. 26880 ALISO VIEJO PARKWAY, SUITE 100 AUSO VIEJO, CALIFORNIA 92656 (949) 481-7026 PROJECT DESIGNER SOUTHERN CALIFORNIA ARCHITECTS (SCALA) 2100 S. SAWTELLE BOULEVARD, SUITE 306 LOS ANGELES, CALIFORNIA 90025 (310) 429-1113 DANIEL BIBAWI STRUCTURAL ENGINEER GOUVIS ENGINEERING GROUP, INC. 15 STUDEBAKER IRVINE, CALIFORNIA 92618 (949) 752-1612 SWS ENGINEERING, INC. 1635 LAKE SAN MARCOS DRIVE, SUITE 200 CAN MARCOS, CALIFORNIA 92618 (760) 744-0011 SOILS ENGINEER. PETRA GEOSCIENCES 3186 AIRWAY AVENUE, SUITE K COSTA MESA, CALIFORNIA 92626 (714) 549-8921 DON OBERT tt0 TRUE SHEET S SITE PLAN MO GENERAL NOTES T&1 GREEN NOTES T32 CRY FORME 801.0 SITE FLAN AGA AREA DIAGRAMS ALI NEW MET FLOOR PLAN Au NEW SECOND FLOOR PLAN A&D NEW ROOF PLAN 8 ROOFING DUALS A41 EXTEMBR ELEYATMNB & FNSH SCHEDULE A42 EXTERIOR ELEVATIONS & FINISH SCHEDULE A4.3 BULONG SECTION A5.1 DOOR & WINDOW SCHEDULE AU DOOR & WNDOW DUALS ALL EXIENIOR DUALS A02 NTENDR DETALS A6.3 MISCELLANEOUS DUALS M2 Ie TITLE 24 REPORT 1`24­10, TITLE 24 REPORT 1`24i01101 TIRE 24 REPORT LANDSCAPE SHEETS CS-0 COWER SHEEP LCr1 CONSTRUCTION LAYOUT PLAN LC-2 CONSTRUCTION DUALS LI-1 WRIOATION NOTES 3 DUALS LI IRRIGATION HYDROZONES LFS NNG/LTION LAYOUT PLAN LF4 IRRIGATION DUALS LI-8 IRRIGATION DUALS IPA PLANTING LAYOUT PLAN LI PLANING DUALS SM-1 SOL NMLAGDENT PLAN STRUCTURAL SHEETS SNAA GENERAL NOTES SHEET SIN-SI GENERAL NOTES SHEET It SPECIAL INSPECTIONS S-Lt FOUNDATION PLAN S-L2 FLOOR FRAMNG PLAN 8 S ROOF MM G PLAN SLY ROOF FRAMING PLAN SN-2 DETAILS A NOTES SN 9 DETAILS & NOTES SO-1 DETAILS SD-2 DUALS 8D-3 DETAILS 80-4 DUALS SSI BN+SON STEEL DETAILS SSWAI SOP60N STEEL OETALS SSW-2 SIPSON STEEL DUALS RT­I ROOF TRUSS CALCULAMON8 FIT-2 ROOF TRUSS CALCULATIONS FIT-3 ROOF TRUSS CALCULATIONS RT-4 ROOF TRUSS CALCULATIONS I-6 RROOF TRUES CALCULATIONS 1117-0 ROOF TRUSS CALCU UMOMS RT-7 ROOF TRUSS CALCULATIONS FIT-8 ROOF TRUSS CALCULATIONS RT-8 ROOF TRUSS CALCULATIONS T0-1 ROOF TRUSS DUALS TD-2 ROOF TRU88 DUALLS TO-3 ROOF TRUSS DETAILS CIVIL SHEETS C-0 EMOTING S&G t-0 TITLE SHOT 8 GE ENFAAL NOTES -9 DEMO PLAN 3-PRECISE GMDNG PUN E DUALS4 4-89 SECTIONS trS EROSION CONTROL PUN - EROSION CONTROL DETAILS 7-9 SORB REPORT RECOMMENDATIONS S-S SOLO REPORT REOOMM ATIONS 8-B 80L8 REPORT RECOMMENDATIONS MECHANICAL SHEETS "A GENERAL NOTES M-02 UGENNG "A EQUIPMENT BCNEDULES M-Lt NOW ANALYSIS W&I tot FLOCK PU1N W3.2 2nd MOOR PLAN MBA ROOF PLAN MD-1 DETAILS AD-2 DUALS CITY NOTES GENERAL NOTES PROJECT DATA PROJECT DIRECTORY SHEET INDEX PROJECT DESCRIPTION CONSTRUCT A NEW 2-STORY SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 2-CAR GARAGE. LEGAL DESCRIPTION THE LAND REFERRED TO IN THIS SURVEY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF ORANGE, AND IS DESCRIBED AS FOLLOWS: LOT 35 OF TRACT NO. 3004, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 92, PAGES 1 AND 2, INCLUSIVE, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. SQUARE FOOTAGE FIRST FLOOR 2,317.66 SF SECOND FLOOR 2,027.43 SF HOUSE AREA 4,345.09 SF GARAGE 668.19 SF TOTAL AREA 5,013.28 SF LOT COVERAGE 2,985.85 SF (41,19%) LOT SIZE 7,249 SF CLASSIFICATION OCCUPANCY R3/U CONSTRUCTION TYPE V-B FIRE SPRINKLERS NFPA-13D CONSTRUCTION SHALL BE PER THE 2019 EDITIONS OF THE CBC, CPC, CMC, CEC, COO, 2019 ENERGY & CITY OF NEWPORT BEACH CODES PROJECT DATA ZONE PC-3 (AREA 7) PROJECT INFORMATION NOTE: POOLS, SPAS, FENCES, PATIO COVERS & OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE RENEW & PERMITS. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS, HANDRAILS, OR ANY COMBINATION OF THEREOF SHALL NOT EXCEED 42' FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA. EST. ELEVATION HEIGHT A=B7.6T B=B8.01' C=B7.54' D= 351.71 .71/ /4=87.92' NEW SITE PLAN 1. DO NOT SCALE DRAWINGS. 2. SHOWERS & SHOWER -TUBS SHALL BE PROVIDED WITH C INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC OR COMBINATION PRESSURET.. BALANCE/THERMO-STATIC MIXING VALVE TYPE THAT PROVIDE SCALD & THERMAL SHOCK PROTECTION. - - 3. PROVIDE HARD -WIRED COMBINATION CARBON MONOXIDE/ 2'-H' SMOKE DETECTORS, WITH BATTERY BACK-UP & LOW BATTERY SIGNAL, AT ALL BEDROOMS BOTH LEVELS OF Is'-s I3'-0' B•-W 20'-6' 7-1- STAIRS &CENTRALLY LOCATED IN HALL. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM LAR WLL ACTIVATE WELLING UNIT, THE ALARMS WITHIN THE • a'-V 0'-2" 13 CENTER WINDOW 22 P-e' s'-e' e'-°' ,e Os. Qj m ® �. O © HOOD IXFNUST FM! TW Mry MIN.S O TO olllSmE MR O O5. H.VAC. CONDENSE ATOP PreECA9r Co PAD. TIT. c 4. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT & BE DUCTED TO THE OUTSIDE OF THE . wgL ' Eo. B'a' EQ. o LL j / At K. /� DIRECT-VFM FIRNOTE #T � / S/"�� APPLIANCE. SEE NNE n LI y w xocO Ir KITCHEN - DBLSINK o g LIVING ROOM Y I DINING ROOM w CO. VI _ 1 (� _ LW - NOOK 0 RDCF oomwwc ABOVE IyO BUILDING. PROVIDE THE MANUFACTURER'S CUT -SHEET FOR VERIFICATION. BATHROOM FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH 15 READILY ACCESSIBLE. EXHAUST FANS SHALL BE CAPABLE OF 5 AIR CHANGES PER HOUR &DISCHARGE OUTSIDE 36" MINIMUM FROM ANY OPENINGS (50 cfm MINIMUM). 5. ALL APPLIANCES, FIXTURES & ACCESSORIES SHALL BE SELECTED BY OWNER & COORDINATED BY CONTRACTOR FOR PRICE, FINISH INSTALLATION REQUIREMENTS & DIMENSIONS. TO BE INSTALLED BY GENERAL g4'� I' I/f V i - Tj6. /OPENING CONTRACTOR. EACH APPLIANCE PROVIDED INSTALLED MEETS ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. BATHTUB/SHOWER NOTE' WALL COVERINGS SHALL BE TILE m * 2' m " & - oa COVERED =________-- =v DM PORCH O ROVER - -TI @y 1791 2----------_31 _v 0 ----------_� =v I ,p OR APPROVED EQUAL TO UNDERSIDE OF GYPSUM WALLBOARD CEILING/SRFRS AT SHOWERS AND/OR AT TUBS WITH SHOWERS. PER CODE, FINISH MATERIALS (INCLUDING GYPSUM WALLBOARD) & OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLSS ENCLOSURE DOORS & PANELS MUST BE TEMPERED, SWING DOOR OUTWARD. NET AREA OF SHOWER SHALL NOT BE LESS THAN 1,024 SQ. INCHES OF FLOOR GOUVIS ENGINEERING CONSULTING GROUP, INC. - -----_-- -_ -S&P _1 I -HOUR RATED WALL I 5/0'GWB -T -� ASSEMBLY, BE: I/ I M cLG./We ,s - DUAL 3/a6.2, M. I'. ; _ ___________� =v V E II I II +-C4°.,Oh. ___________* =o to#O cA0.AOE BOOR AREA 1 SHML BE CIcaR OF CwINETEL ✓ E n PwxcEs, STEPS, POsrs, ETC. E - FAMILY ROOM =________— 11 SHL/=v -O' CUL 3a'-36' L WO. STIHKNR ERNIE L AT $IT L RUN. RUN, - 7RELLIBED _v II H b- 4 ° 4 ° PaawOE azM. AT LANDINGS _PORCH_-__ Os. -� - s=-----T - 9 o3t • o----------3 =v -- II 'T AREA & ENCOMPASS 30"0 CIRCLE. 7. FIREPLACE APPLIANCE TO RE "SUPERIOR FIREPLACES' MODEL #DRT2000 (DIRECT -VENT) SEALED COMBUSTION) (ANSI 221.88b & U.L. #127) OR APPROVED EQUAL, PROVIDE FUEL GAS LOOSE KEY VALVE. INSTALLATION & USE SHALL BE IN ACCORDANCE WITH THEIR LISTING. 8. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL HE PROVIDED WITH ARTIFICIAL HT THAT IS UATE E AN AVERAGE ILLUMINATION OFO6 FOOT-CANDLES DOVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. s T R V c r u R A L EN G N E E R OWNERSHIP AND USE OF DOCUMENTS w•!Iwr. P• Ind rvmm.f q wu m �r»i�r."�.a�tl"°f •"may •u, yn W, F Ne. C-3IR0 „ uNvaeAmAmn 3-CAR GARAGE I/ T - 6 sciLEO cD"N°c. sue - y� __4I odd 2-GR 1w rvoa _____===--T =v II 2a tta cM4GE EOOR wIA I EE E. - Sx BE clew OF DUHNETs, .a .,tr APPwwCES. STEPS, Posrs. EG scum-cOMeumON=______-_-_=3 =v DIRECT -VENT FIREPLACE �ILsmPE Laz - Ecu,u Y-e'EQuu A_-_----_= HATCH DENOTm---_ 1L sp e'-z' 3'-0' APPUMCE, SEE NOTE 67 A�� TRSUJS ABOVE SOFFOS/OROPF Gm COUNG, TW. -_-_-_-_- 03>= MIN. I'm ((LD. uslED IWCeWAY -,I, BEDROOM 7 b P -v I iO PLCCMN0 7 209/240 VOLT - I ITS. 1L BRANCH CHORD. RACEWAY ro E --� _T�- 5 I I �YY DR INATE AT THE MMN PANEL OR z-TANIgEss WATER -HEATERS / ° LJ pgozMm m THE IPROPOSEOLQSE E ®Rae AF.E � 3 IN 0=41= LOCABON OF THE CHARGING E - I I//� e DOLOR INTO A Usim CABINET, E r (. /// BOX SYSTEM ENCLOSURE A �- E 9. ALL NEW PERMANENTLY INSTALLED LUMINAIRES IN BATHS, KITCHENS (100�, CLOSETS, GARAGES, LAUNDRY & UTILITY ROOMS SHALL BE HIGH -EFFICIENCY TYPE LUMINAIRES. HIGH -EFFICIENCY LUMINAIRES HAS AN EFFICIENCY NO LOWER THAN THE EFFICIENCIES CONTAINED IN TABLE 150-C & IS NOT A LOW -EFFICIENCY LUMINAJRE AS SPECIFIED BY SECTION 150(k)2. 10. ALL INTERIOR & EXTERIOR STAIRWAYS SHALL BEGATT ILLUMINATED. 11. THE GARAGE SHALL HE SEPARATED FROM THE DWELLING & ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6, MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FIRE -RESISTIVE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE -RESISTIVE RATING WILL NOT BE REDUCED. WALL SCHEDULE 2x INTERIOR STUD WALL W/ NEW 5/8" GYPSUM BOARD, EACH SIDE (PROVDE GREENBOARD' AT WFr DAMP AREAS 2x EXTERIOR STUD WALL w/ 5/8" GYPSUM BOARD & INSULATION. AT EXTERIOR SIDE. PROVIDE EXT.0. FINISH PER SCHEDULE ANEW 1-HOUR RATED 2x NEW STUD WALL wV 5/6" TYPE X GYPSUM BOA D, CH SIDE EA o?,)= z1 t °cuzx " 12. DUCTS PENETRATING THE WALLS OR CEILING SEPARATING ® Ds. G ® I Os. zes �, I EcaEss EGRE4 ® - q PH POSED mCAnON OF a°o s Q __ __ MIP EIEC. PMIFL/NEIEN IN m ____ LocABONmw% _ PROVIITEO THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIAL & SHALL NOT HAVE OPENINGS INTO THE GARAGE. 04/1 B/242 PUN CHECK SUBMITTAL dote Pasco i p Ion ��� 13. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS & '-7 EQ. B•-s' EQ. EQ. EQ. 2'-2' 4'-O' WALLS SHALL BE PROTECTED AS REQUIRED BY SECTION ITEM 4. RVERY Residence Y-Y n'-t' 3'-s' w'-o' D 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING z'-B- 67'-6- FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF NOT LESS THAN 68' AT A POINT 3' ABOVE THE FLOOR & 2• FROM EXTERIOR WALLS IN HABITABLE ROOMS AT THE DESIGN TEMPERATURE. 1423 Mariners Drive NeVV orf Beach, CA. 92660 PmJe<t P iJ 2 15. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS A FIRST USABLE SPACE BOTH ABOVE & BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT SIDES FLOOR PLAN SHALL BE INSTALLED SO THAT THE AREA OF THE title FIRST FLOOR AREA•2,317 SF �j rtth GARAGE FLOOR AREA•888 SF -� CONCEALED SPACE DOES NOT EXCEED 1,000 sf. DRAFT -STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL SPACES. 16. IN COMBUSTIBLE CONSTRUCTION, FIRE -BLOCKING SHALL AS NOTED 9COle JANUARY 25, 2022 RmJR t a° ta D.BIBAWI Ieet MARCH 24, 202E plot doBE PROVDED TO CUT OFF ALL CONCEALED DRAFT & HORIZONTAL) & TO FORM OPENINGS (BOTH VERTICAL BEEN STORIES, EFFE BEIWEENCTIVE THE TOP ST RYFIRE& THE ROOF PACE. AND 22-011AN job n w L.1 1.1 aneet FIRST FLOOR PLAN � T • 1/a' = I' -a' 1. DO NOT SCALE DRAWINGS. 2. SHOWERS &SHOWER -TUBS SHALL BE PROVIDED WITH z, INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC OR COMBINATION PRESSURE BALANCE/THERMO-STATIC MIXING VALVE TYPE THAT PROVIDE SCALD & THERMAL SHOCK PROTECTION. `1"`Gz 3. PROVIDE HARD -WIRED COMBINATION CARBON MONOXIDE/ tJ'-e• 6'-D' fz'-lo• z'-J' 16'-J' SMOKE DETECTORS, WITH BATTERY BACK-UP & LOW pp O• J'-a• '-fo m. B'-6• EO. BATTERY SIGNAL, AT ALL BEDROOMS BOTH LEVELS OF & STAIRS & CENTRALLY LOCATED IN HALL. SMOKE ALARMS ,J SHALL INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE ps. Gs. 9s. INDIVIDUAL DWELLING UNIT. • 4. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR ./ Fol __ ________ ®ECRE4 ______ ® � ®EGRESS _mR h ® __ __ - ____ = ry -1 �� COMPLIANT & BE DUCTED TO THE OUTSIDE OF THE ______ r - 5 BUILDING. PROVIDE THE MANUFACTURER'S IfNSHEET FOR BAT VERIFICATION. BATHROOM FANS, NOT FUNCTIONING A a Eauu EpuR ®g ® ti ---- A WHOLE HOUSE VENTILATION SYSTEM, TE s&P ` +r - — _ -� - =I MUST BE NT MUST BE CONTROLLED BY A HUMIDIStAT WHICH IS READILY ACCESSIBLE. EXHAUST FANS SHALL BE CAPABLE N J OF 5 AIR -CHANGES PER HOUR & DISCHARGE OUTSIDE f;d W.c.Q III j 36' MINIMUM FROM ANY OPENINGS (50 cfm MINIMUM). m reIDCF BEDROOM _3____ G 'I m II- KERB I 5. ALL APPLIANCES, FIXTURES & ACCESSORIES SHALL BE E uCE aP ® 60kD0' BEDROOM 4 �I F-1 SELECTED OWNER s==I7} _ roR xo m - SLOPED � W - •I 1 I r -t Ram sLrFE _ Ala, & COORDINATED BY CONTRACTOR ABA �uNc TOrl I FOR PRICE, FINISH INSTALLATION REQUIREMENTS & , L J I _ C ® L_J OPENING DIMENSIONS. TO BE INSTALLED BY GENERAL ____- -- s&P -� w CONTRACTOR. EACH APPLIANCE PROVIDED/INSTALLED O �T SrAR DESIGNATION IS THAT =&P APPMEELICABLERGY FOR APPLIANCEGY ® a0 6'-z• -s' g® ---� F--- --� Lzz•.JD' ATnc N 0 I - - - - - - 6. O/SHOWER NOTE WALL COVERINGS SHALL BE TILE ORR APPROVED EQUAL TO UNDERSIDE OF GYPSUM I I I accEss WALLBOARD CEILING/SOFFITS AT SHOWERS AND/OR AT a ® wEc. �'TM ° 1 o ®I TUBS WITH SHOWERS. PER CODE, FINISH MATERIALS aOPR m QWc; IN amc IH pmfc ;, F\ Q (INCLUDING GYPSUM WALLBOARD) & OTHER THAN GOUVIS ENGINEERING ____J fi.12 TN. S&P 5,� Pm. aYx. WD. 6a' '-f D• sEW,BR L_J STRUCTURAL ELEMENTS SHALL MOISTURE RESISTANT. CONSULTING GROUP, INC. z„ cuAVORUL L_� esxcx GLASS ENCLOSURE DOORS & PANELS MUST BE A 6'-8• I'-2• J'-J• B'-4' I,a DN. H18 TEMPERED, SWING DOOR OUTWARD. NET AREA OF SHOWER it "TH uTM - f 9 ® 2 SHALL NOT BE LESS THAN 1,024 Sq. INCHES OF FLOOR AREA & ENCOMPASS 30"0 CIRCLE. STRUCTURAL ENGINEER N OWNERSHIP AND USE OF pOCUMENS IL 7. FIREPLACE APPLIANCE TO BE "SUPERIOR FIREPLACES" - ypg� � MODEL (DIRECTVENT) SEALED COMBUSTION) S&P I ® ® & (ANSI Z21.8821.BBb & U.L. W127) OR APPROVED EQUAL sue, ® LOFT - --- o °i PROVIDE FUEL GAS LOOSE KEY VALVE. INSTALLATION & F-7 --- USE SHALL BE IN ACCORDANCE WITH THEIR LISTING. e AR`A' °NpfOn 4'-Y 11 '-10• 4'-p°♦N m DR. TOT 03. 4' a' - B. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL UGHT BY MEANS OF i sml>E J u' s 12. TOP. Y-' m'-S• - SIDLm-cOM9usnON EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH up..oeimicmv~ areEa-vEM nREPUCE MPLWJCE. SEE SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL F 9s. NOTE 9z LIGHT THAT IS ADEQUATE PROVIDE AN AVERAGE s9+FO C ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF T i THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. PreowDE t-xauR WALL T x MABTER BEDROOM r -� IN AIDC M uNDFASIDE ® - - ® ® '"® a . oP reooP sxm. - sm Telranr -------- - _________ L° J pEfNh 3/Afi.2 oF.D. remcE-uNE OF ® EGRESS •I - 9. ALL NEW PERMANENTLY INSTALLED LUMINAIRES IN BATHS, KITCHENS (1009.), CLOSETS. GARAGES, LAUNDRY & UTILITY WALL SCHEDULE fi LL SLOPED CLUNG 2 s&P D. ROOMS SHALL BE HIGH -EFFICIENCY TYPE LUMINAIRES2x / INTERIOR STUD WALL wBEDROOM _ ABOVE, Em, HIGH -EFFICIENCY LUMINAIRES HAS AN EFFICIENCY NO NEW5/B" GYPSUM BOARD, EACH_y�I - ---- - ---JLOWER IDOL. THAN THE EFFICIENCIES CONTAINED IN TABLE SIDE (PROVDE GREENBOARD' 150-C & IS NOT A LOW -EFFICIENCY WMINAIRE AS AT WET/DAMP AREAS) 9SPECIFIED BY SECTION 150(k)2. 2x EXTERIOR STUD WALL W/ RIDGE I6W.SEAr 5/8" GYPSUM BOARDHOW Ip'-e° EQUAL 10. ALL INTERIOR & EXTERIOR STAIRWAYS SHALL BE BATT INSULATION. AT EQUAL muAL b IP-e• JO• - . ILLUMINATED. EXTERIOR SIDE, PROVIDE EXT. FINISH PER SCHEDULE ® ® ®EGRESS SAM2 z„ 11. THE GARAGE SHALL BE SEPARATED FRDM THE DWELLING ANEW 1-HOUR RATED 2. - Ds. & ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6. NEW STUD WALL w 5/8" TYPE X RDOF aP No MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION GYPSUM BOA�0 EACH SIDE 4Oz, EW. R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A I .r ax PTD. 0. mCWS FIRE -RESISTIVE RATING, RECESSED FIXTURES SHALL BE --r mm SIX w' WO' 'e INSTALL ST ED SO THAT THE REQUIRED FIRE -RESISTIVE RATING I I I I I WILL NOT BE REDUCED. _ ____ __ ____ ___ ___________________ 12. DUCTS PENETRATING THE WALLS OR CEILING SEPARATING L --- -J THE DWELLING FROM THE GARAGE SHALL 04/10/2z4 PIAN CHECK SUBMITTAL CONSTRUCTED OF A MINIMUM 4026 GAUGEESHEET STEEL aae aescOpflon Ds. Ds. OR OTHER APPROVED MATERIAL & SHALL NOT HAVE Bs, Pm. FORO'HQNs FTRESWILDSSEE EGRESS PATH pJ.O FOR pUANrDIES & G16. OPENINGS INTO THE GARAGE. 1-HR INND9W�zB PIE R90P ED RAim / CUSS 'A' COLD.COOL-ROOF L31 New DEAD AssPAIaLY MEET cpaL-RDOP R9puIRUdENrs, Err. 73. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS & SEE; 7 SEE;/AB.S 3'-1t• PreE-xwsxm SxERu090 ALLM. I/z- WALLS SHALL BE PROTECTED AS REQUIRED BY SECTION ROUND clmm, TOT. R302.11, Residence Is -I• a'-e' a•a' vv. 14. EVERYDWELLING UNIT SHALL BE PROVIDED WITH HEATING FACIUTIES CAPABLE OF MAINTAINING A ROOM 1423 Mariners Drive 4W-O' 10-0' Y-O• OH. TEMPERATURE OF NOT LESS THAN 68' AT A POINT 3' Newport Beach, CA. 92660 ABOVE THE FLOOR & 2' FROM EXTERIOR WALLS IN project IJ z HABITABLE ROOMS AT THE DESIGN TEMPERATURE. 15. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS A SECOND USABLE SPACE BOTH ABOVE & BELOW THE CONCEALED FLOOR PLAN SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT -STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE title CONCEALED SPACE DOES NOT EXCEED 1,000 d, SECOND FLOOR AREA'2,053 SF DRAFT -STOPPING SHALL DIVIDE THE CONCEALED SPACE AS NOTED vCPIe JANUARY 26, 2022 prgecl a°te n r h INTO APPROXMATELY EQUAL SPACES. proje D.BIBA d monager MARCH 24, 2022 2 plot dot 16. IN COMBUSTIBLE CONSTRUCTION, FIRE -BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL & HORIZONTAL) & TO FORM An SECOND FLOOR PLAN ' AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND 22-011 „ G +job /a•= f_a. BETWEEN THE TOP STORY & THE ROOF SPACE. tip sneer ATTIC VENTILATION CHART NOTES: sECDON VIEW 1. INSTALL ALL ROOFING, VENTS, SCUTTLES, ETC. PER EACH SOLAR PANEL NOTE' r: '... MANUFACTURER'S INSTRUCTIONS. THE MAIN ELECTRICAL SERVICE PANEL I° HEAD 845E SHEET FASTENER GRIVULEnBERGI SURFACm GAP 4-PLY BUILT-UP ROOF ASSEMBLY OVER PLYWO. SHTG. _ _ �® SHALL HAVE A RESERVED SPACE TO �+�y �t 2. PROVIDE PRE -FINISHED EXTRUDED ALUMINUM DOWNSPOUTS AS ALLOW SHEET SHEET SLOPE 1/4":12" MIN. TO ROOF EDGES PER PLAN FOR INSTALLATION OF A DOUBLE 'Sm IE <N REQUIRED. SEE PLANS FOR ADDITIDNAL INFORMATION. va `9 POLE CIRCUIT BREAKER FOR 2 PLIES TYPE IV FIBEROIPSS PLY FUTURE ROOF s r=EE ram-- 3. OPENINGS SHALL HAVE CORROSION RESISTANT METAL SOLAR ELECTRIC INSTALLATION. SHEET NEW 24 GA. LOCATION �� WIRE THE w\ i�� I8 MESH OR OTHER APPROVED MATERIAL WITH 1/8" MINIMUM & RESERVED SPACE SHALL BE POSITIONED 845E 6. GRAVEL STOP & FASH'G _ <z� o PO 1/4" MAXIMUM OPENINGS. PAINT EXPOSED VENTS. AT THE OPPOSITE (LOAD) END FROM p® 1o'� oy SHEETNAIL SHEET NAILED TO 1/4;12 (PAINT TO ¢� oFo THE INPUT FEEDER LOCATION & SHALL 4. PAINT ALL ROOF PENETRATIONS SHAM BE THOROUGHLY SEALED. "FOR DECK ISOMETRIC VIEW MATCH PLED FRONT BE PERMANENCY MARKED AS 517 3.45 7 3.50 5. ALL FINISH LOW -PITCH ROOFING SHALL E CLASS RATED. 4-PLY FUTURE SOLAR ELECTRIC". PLYWOOD OEGN DEC LOWER ft00F THE MAIN L BUILT-UP ROOFING PER FINISH SCHEDULE ON SHEET A4.1. ET - — — — — — __ _ _ CON'. CLIP 6" SERVICE PANEL SHALL HAVE A MINIMUM FAMILY ROOM 191 1.28 3 1.50 BUSBAR RATING OF 200 AMPS. LOWER ROOF GRANULE SURFACED CAP SHEET SHEET W �. NOOK 94 0.62 2 1.0 LOWER ROOF • 2 RUES TYPE IV UPPER ROOF 2,156 14.38 1 14.50 FlBERGIASS PLY SHEET RSERGI SS WE SHEET NAILED TO DECK "e9 1513"' 1' HEAD BASE . SHEET FASTENER ROOF FRAMING CONRNUOUS ASPHALT \ Plp. G.I. DOCCRA E GHIMNET PqE-FlHISHE➢ IXIRUGm N.UM. WM SRGGUU W/ CRICKET 1/P-ROUNG GUIRR, TR. _ ROOFING & UNDERIAYMENT MOPPINGS CONC. THE ROOF ASSEMBLY OVER DS' F-] DC. SHALL BE BY 'GI OR UNDERLAYMENT & PLYWD. SHTG. Q pG, APPROVED EQUAL PLYWOOD OEGK B.C.C. #ESR-1274) ______r___�__.� ___C__ --___ L_J __ + ______ _ �1 4—PLY BUILT—UP ROOF DIG — scAlE R00 FLASHING — — SCALE 11 L i r--_---- 3"=r-D"— VERIFY LANUFACTUSFIR PITCHED ROOF TO —PITCHED ROOF O'HAGIN'S MODEL PLYWO. SHEATHING (NO OSB) OVER 'FLAT' VENT COVER CONC. ROOF TILE 4. ROOF RAFTERS PER STRUCT. - �j Cuss •A' cGNc. n 1ROOF ASSEMBLY 11 TOP VENTS UNDERLAYMENT 2 LAYERS OF 30�WT ROOF UNDERLAY To M¢T coOL-rsc0 gcGDIREMENrs mcH II II BEYOND DECK OPENING 1 .7 ENT 2x MIN. WO BLOCK'G. 1j I � 1 i 11. N GOL71N ENGINEERING CONC, THE RODE ASSEMBLY L__J 8n gIDCE Lam____ IL CONSULTING GROUP, INC. B CEMENFUOUS TRIM BLKG. r a J L-_------ v�o�va o:4.6i°su 4 ��----- ,. qF��]I L--3--I" A STRUCTURAL ENGINEER OWNERSHIP AND USE OF DOCUMENTS .wm sRo.ati H..�^T"^+^.ga'-a.S ^° FLYING. SHEATHING APPLY MASTIC APOC NO.; DD I, ii C= �_=____J ¢�`I}I__J II io.. = 1 __________ U II ASTM D2822-75 TYPE TO I c ALL PRIMARY VENT FLANGES. \_B PEN\NG APPLY O'HAGIN'S TAPE DRIP PUSHING I r-TI1 �I I RIDce 11 u remwlaevw ., mm. ,..w. 0 D570 To TOP, T ALUM RAIN � � `— 11 L_JII r ] I I BOTTOM &SIDES OF 30MOM & SIDES O'HAGIN'S GUTTER - - I _ J L___ _ � f PRIMARY VENT PRIMAFd VENT Ix6 T&G SNT'G. OVER I — -- ---- n L J r r � 1 2 Fe rr� C,1. sez. SCREENS SECTION A -A PAINTED SHAPED I m. 1 rv° wsn° 34x62" RARER TNLS ®32" O.C. I I - TYP, r j'.L 1'1 '..: rwnoaioVmv SUL TAIL ENDS \ L-J I 11 GONG. ROOF TILE UNDERLAYMENT CEMENTUOUS GATT & I RCDF sGFE O'HAGIN'S MODEL 'S' BOARD SIDING WALL ) eaz, Trv. a-PLr 1p GGF 11 I I O'HAGIN'S PRIMARY VENT COVER ASSEMBLY SEE ROOF P I/ 1 XC ---- L_J a ro.M¢T coG44Ra0 ED. _ - 1 VENT 2•_g•• SCREENS _ , 1 r)_ L] PLYWD. SHEATHING 1 I I I - L_J x 11 L_J 1 GATT INSULATION' ,N1GE '' 1 I AKAVILK r---I IAIL SCALE 3 EA E DETAIL -1 2°=1'-O^ rvaa T= I GOING. ROOF ASSEMBLY OVER 10°' -------- L _a U-----__--_-i — J---------- 7gq777IE ADS' qq OECKINGYMENT OVER Ix6 T&G ROOF a A HAD n� �M' RIDGE V-7" OPENING _ 1YPIC4 OFI2G 1I I APPLY MASTIC APOC NO.tOO II L J I ASTM D2822-75 TYPE I TO ALL I __ I class 'A' cone. TILE ROOF ASSEMBLY I PRIMARY VENT FLANGES. APPLY O'HAGIN'S TAPE, OR SIMILAR, HANGER STRAPS W/ WATERTIGHT L__- J TO UMCOOL-ROOFREQUIREMENTS ASTM D570 TO TOP, BOTTOM FASTENERS IS 24" c.c. & & SLOES OF PRIMARY VENT. WITHIN 6" OF D.S. LEADERS & GUTTER ENDS OR CORNERS ;. II 04/15/222 PUN CHECK SUBMITTAL PLYWD. ROOF SHEATHING r__� SECTION B-B OPEN ' NOTES: — — ��� \' New A / I 1. GALVANIZED 26 GA, (PAINT ONE PAINTED 3"x6° CLOSED Os. "`III V V SHADE DARKER THAN ROOF TILE COLOR) EXTRUDED ALUM. 1/2- AT ENDS Ds. 2. TILE VENT -FREE AREA=0.68 sf RD. GUTTER SYSTEM Residence 3. TILE VENT A.S.T.M. APPROVAL #E330-90 4. TILE VENT L.A.R.R. APPROVAL #25497 "FLAY' 3"0 PRE -FINISHED I INSULATION NOTE t4231�AaTIf10T5 Drive MODEL CONC. COORDINATES WITH CONC. TILES: GLADDING MCBFAN 14" EXTRUDED ALUM. Iy,.I� UNVENTED ATTICS & UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY CREATED BY CEILINGS THAT ARE NeW ort Beach, CA. 92660 P - FIAT DOWNSPOUT LEADER J' , APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS & STRUCTURAL ROOF Pr°jaot - AUBURN FLAT 14" SHEATHING APPLIED DIRECTLY TO THE TOP OF THE ROOF FRMMNG/RAFTERS, SHALL BE PERMITTED - MONIER CEDERLITE FLAT 14" EXPOSED RARER TAIL, \ \ WHERE ALL THE FOLLOWING CONDITIONS ARE MET: - LUDOWICI FLAT 14" SEE DETAIL: 3/- 1. THE UNVENTED ATTIC SPACE IS COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. ROOF PLAN & - STACO FLAT 14" 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY ROOF DETAILS - BERMUDA FLAT 14" - AND OTHERS CONTACT O'HAGIN'S FOR USE w/ SPECIFIC TILES 800-394-3864 OR ON THE CEILING S1DE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. su. 3. AS OCCURS, PER SECTION CRC 5.1.1, WHERE ONLY AIR- IMPERMEABLE INSULATION IS PROVIDED, H GI S R DETAIL SCALE 7 OVE G GUTTER DETAIL SCALE 4 IT SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF - � h Ocala AS NOTED JANUARY 25. 2022 3"=L-0° 3"=1'-0" DETAIL SHEATHING; OR PER SECTION CRC 5.1.2, WHERE AIR -PERMEABLE INSULATION IS PROVIDED INSIDE D.BIBAWI MARCH 24, 2022 THE BUILDING THERMAL ENVELOPE, IT SHALL BE INSTALLED IN ACCORDANCE WITH SECTION CRC 5.1. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY BELOW THE STRUCTURAL rr°ie°t m°n°gar plot dma SHEATHING. 22-011 A3.0 NEW ROOF PLAN �' � I/e' = I'-c' job n ahael DESCRIPTION MANUFACTURER STYLE/CAL NO. COLOR/REMARKS 1A FAUX STONE VENEER STONECRAFT INDUST. OR APPROVED EQUAL XXXX COLOR XXXX C.C.ESR-2826 CT. L EVATION HEIGHT, 2A CEMENTUOUS BATTEN JAMES HARDIE 4' 10' jlO TH PANFHLS PRIME PAINT COLOR 1�5D A=87.8T BOARD SIDING OR APPROVED EQUAL w 2.5 x 4 BATIE S LC.C. ER-405 B=88.01 ` 28 OEMENTUOUS TRIM JAMES HARDIE IT DI-TOIM ECFFIT PRIME PAINT COLOR /�5D C=87.59' C-88.24, BOARDS & SOFFITS OR APPROVED EQUAL SMMOOTH-T HIRED I.C.C. NER-405 3A 000 CLAD MARVIN INTEGRITY OR PER SCHEDULES LACK EXTERI R/WHHE INTERIOR 6O b0 4A 60 EA 351 71/4=87.92' _ WINDOWS APPROVED EQUAL DUAL GLAZED +115.74 3B SLIDING DOOR SYSTEMM FLEETWOOD ODORS OR APPROVED EQUAL PER SCHEDULES COLOR: BLACK TEMPERED & DUAL -GLAZED 3C W000 ENTRY DOOR T.M.OBB OR PPROVED EQUAL-�� - PRIME & PAINT COLOR 5B PRIME AS REQU IREO # -I5 4A ALUM. BY G.C. p R PO'A / COLOR TO MA CIH U GRUTTERSIDOED NSPOUTS ROUNDO SB • 5A PAINT ON METAL FLASHING & C.J. DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS MATCH ADJ. MATERIAL 5B PAINT ON DOOR $1. GARAGE DOOR &TREWS DUNN EDWARDS OR APPROVED E0. SEMI -GLOSS OLOR: BLACK #OEA 87 PRIME AS REQ IRED U 1Q.p 5C PAINT ON EXPOSED CONC. FOUNDATION DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS COLOR. WHITE PICKET FENCE DET648 PRIME PRIOR TO INSTALL IiM0.-r 5D PAINT ON SIDING, WOODSAVE ETC. DUNN EDWARDS OR APPROVED E0. SEMI -GLOSS PICKER FENCE RETW COLOR: ALL PRIME ALL SIDES PRIOR TO 1INNSTALL SIDES VALL 6A NC CONCRETE TILE ROOF BORAL PRODUCTS OR APPROVED EQUAL SAXONY 600 SLATE COLOR CHARCOAL BLEND I.C.C. ESR iT 6B CLASS 'A' 4-PLY BUILT-UP ROOF GAF OR APPROVED EQUAL ENERGY CAP AN COLOR: SR-127T WHITE I.C.C.ESR 1D4 g V 6C STANDING SEAM CUSTOM-BILT METALS CS-100 CAP SEAM COLOR TO MATCH #5S METAL ROOF OR APPROVED EQ. 18.5 SPACING I I.C.C. ESR-2046 5t2 tz 15 +11'-2 NOTES: +f5-0 -O 1. PROVIDE SAMPLES TO OWNER OF ALL INTERIOR &EXTERIOR FINISHES. - o.- 2. ALL SIDING SHALL, TRIM, ERG. SHALL - INSTALLED OVER 5)LAYERS OF 15 LB. BUILDING PAPER OR DUPONT SIDING, HOUSE -WRAP E1055-B (I.C.C. UESR-2375). INSTALL PER MANUFACTURER. 3. ALL 5DOWN TRIM, ETC. SHALL BE MITERED IC CAULKED AT JOINTS/SEAMS. 4. RAIN DOWNSPOUTS NOT SHOWN FOR GRAPHIC CLARDY. GENERAL CONTRACTOR TO PROVIDEAS H REQUIRED (MINIMUM PER FLOOR & ROOF PLANS).5. ALL MECHANICAL, PLUMBING, ERG. OUTLETS/EXHAUST LOCATIONS SHALL NOT OCCUR AT FRONT/GOUVIS ENGINEERING STREET ELEVATION OF THE ROOF PLANES. PAINT ALL ITEMS TO MATCH ROOF SHINGLE. ®Elm CONSULTING GROUP, INC. 6. PAINT FINISH TO ALL EXPOSED CEMENT PLASTER. ELASTOMURIC PALM �sT.. cp�n E. _ TOPROVIDECON IN 100% AC TO CONTAIN 100E ACRYLIC BINDERS. APPLY TO A MINIMUM MIL. MIL THICKNESS. +ezvs cn,a a c'%e RDRYEQUIREMENTS. Z FAUX MASONRY VENEER SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. INSTALL FA U OVER CEMENT PIASTER BACKING (BROWN COAT -MOISTENED) & 1/2" THICK TYPE N OR S MORTAR. °415d61 s T R Lr c T u R A L En G I N E E R 8. FASTENERS FOR ROOF COVERINGS SHALL COMPLY WITH CBC SECTION 1507.3.6. OWNERSHIP AND USE OF DOCUMENTS 9. ALL FINISH ROOFING SHALL MEET "COOL -ROOF" REQUIREMENTS. SEE FlNISH SCHEDULE FOR ^'^+T=per ADDITIONAL INFORMATION. ALL ROOFING MATERIAL SHALL BE INSTALLED PER THE MANUFACTURER'S to 6R BC 3A 7A 3G 36 7A 5B ED INSTALLATION INSTRUCTIONS, PROVIDE RADIANT BARRIER ON PLYWOOD ROOF SHEATHING OR OFFER APPROVED METHOD (PER TBLE 24 REPORT REQUIREMENTS). 5D 6D SO nnu„ pseo eo �BtApr n. wqa, EXTERIOR FINISH SCHEDULE 31 NORTH EXTERIOR ELEVATION ` DHE UNE OF WE BELOW jo COLUMN FACING °/ 4d11 o PANT m W/ PNM FINISH, TYP. 74WE +Ifeab - - - - - - - w aA fiD sr sA A. PLAN T&C CHUNG +21-2 BEAM PER.PW/ HARCI—P K° FINIS FINISH Ix6 °HARDI—PLANK' TRIM -PAINTED 04/15/222 PLAN CHECK SUHMITTAE _ 140 se dote aoecnpnop °HARDI—PLANK' COL FACING OVER 2x -T'D ��- - n' z - *.J WOOD FRAMING A STILE - STONE �I `� roD�ATE - - Residence OVER GONG. SFD'r- GONG. L - . _ FRI PA14TD INK° _ 1423 Mariners Drive P.T. 3x4 ' Newport Beach, CA. 92660 SILL PLATE k project CONC FOUND OR B° COWMN PAD EXTERIOR FlF_! CONt C. BASEf OT .87, +67 e2 I'A _ ELEVATIONS TRIM MOULDING"��' El E & PNNT ALL o'�`O° +m.iO'j-' _ title PLYfID., ETC.. •. .. As NOTED JANuaftr 25, 2022 B. ELEVATION C. SECTION sa zA u 26 cola project tlote D.BIBAWI MARCH 24. 2022 5D 5D pralect manager plot date A T CLADDING G 4 22 011 A4.1 AS NOTED As NO DETAIL DE WEST EXTERIOR ELEVATION i/C = f-O' 2 jab n eM1eet DESCRIPTION MANUFACTURER STYLE/CAT. NO. COLOR/REMARKS +11 e.74 12 - 4A 60 fiA ES7 ELEVATION HEIGHT A=8787 9=88.01 C=87.59' D_8824, 351.77 /4 87.97 f - • 1A FAUX STONE VENEER STONECRAFT INDUST. OR APPROVED EQUAL XXXX COLOR XXXX IC.C. ESR-2826 CEIA E"OUS BATTEN BO RD SIDING A JAMES HARDIE OR APPROVED EQUAL 4' 10' MO PANELS '� T1E wgg2.5 x3 4 BA NS PRIME PAINT COLOR 5D 4 # IC.C. HERAIIVN 2B BOARDS &U SOFFIMTS OR APPROVED EQUAL 0001TH RTKTURED I.C.CE ERA1405COLOR #5D 3A W OOD CLOD WINDOWS MARVIN INTEGRITY OR APPROVED EQUAL PER SCHEDULES BLACK EXTERI R HITE INTERIOR DUAL GLAZED Be SLIDING DOOR SYSTEM FLEETWOOD DOORS OR APPROVED EQUAL PER SCHEDULES OLOR: BLACK EMPERED & DUAL -GLAZED 3C WOOD ENTRY DOOR T.M. COBB OR PROVED EQUAL = PRIME & PAINT COLOR #59 (PRIME REO 4A PRE -FINISHED ALUM. GMERS DO NSPOUTS BY C.C. �.2 ROUND ALUM UNDO NSPO S EXTRUDED ALUMINUp w/ COLOR TO MATCH 5B 5A PAINT ON METAL & C.J. DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS MATCH ADJ. MATERIAL 5B PAINT ON DOOR #1, GARAGE DOOR & TRELUS DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS OLOR: BLACK gDEA 87 PRIME AS REQBIRED TOPIA amp _ _ 8. +15 2 a — ! 5C PAINT ON EXPOSED GONG FOUNDATION DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS COLOR: WHITE PICKET FENCE #DET648 PRIME PRIOR TO INSTALL 5D PAINT ON SIDING, OD EAVE ETC. DUNN EDWARDS OR APPROVED E0. SEMI -GLOSS COLOR: WHITE PICKET FENCE AD96M PRIME ALL SIDES PRIOR TO NSTALL 1 6A CONCRETE FILE ROOF HORAL PRODUCTS OR APPROVED EQUAL SAXONY 600 SLATE COLOR CHARCOAL BLEND I.C.C. ESR 1647 ts 5r ! 2q I 1 l L 6B CLASS 'A' 4-PLY BUILT-UP ROOF GAF OR APPROVED EQUAL ENERGY CAP COLOR BRILLIANTWHITE I.C.C.ESR-1274-12]4 6C STANDING SEAM METAL ROOF CUSTOM-BILT METALS OR APPROVED EQ. CS-1 CAP SEAM 18.5 SPACING COLOR TO MATCH #5B I.C.C. ESR-2048 _j9&GA:E. — . +10-0 — . NOTES: 1. PROVIDE SAMPLES TO OWNER OF ALL INTERIOR & EXTERIOR FINISHES. 2. ALL SIDING SHALL, TRIM, ETC. SHALL BE INSTALLED OVER 2-LAYERS OF 15 LE. BUILDING PAPER OR DUPONT 'TYVEK" HOUSE -WRAP #1055-B (I.C.C. #ESR-2375). INSTALL PER MANUFACTURER.3. ALL SIDING, TRIM, ETC. SHALL BE MITERED & CAULKED AT JOINTS/SEAMS. RAIN DOWNSPOUTS NOT SHOWN FOR GRAPHIC CIARITY. GENERAL CONTRACTOR TO PROVIDE AS REQUIRED (MINIMUM PER FLOOR & ROOF PTANS). 5. ALL MECHANICAL, PLUMBING, ETC. OUTLETS/EXHAUST LOCATIONS SHALL NOT OCCUR AT FRONT/ STREET ELEVATION OF THE ROOF PTANES. PAINT ALL ITEMS TO MATCH ROOF SHINGLE. 6, PROVIDE EIASTOMERIC PAINT FINISH TO ALL EXPOSED CEMENT PLASTER. ELASTOMERIC PAINT TO CONTNN 100% ACRriIC BINDERS. APPLY TO A MINIMUM OF 12 MIL. DRY THICKNESS. 7, FAUX MASONRY VENEER SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. INSTALL OVER CEMENT PIASTER BACKING (BROWN COAT MOISTENED) & 1/2" THICK TYPE N OR S MORTAR. B. FASTENERS FOR ROOF COVERINGS SHALL COMPLY WITH CBC SECTION 1507.3.6.P 9. ALL FINISH ROOFING SHALL MEET "COOL ROOF" REQUIREMENTS. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION. ALL ROOFING MATERIAL SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE RADIANT BARRIER ON PLYWOOD ROOF SHEATHING OR OTHER APPROVED METHOD (PER TITLE 24 REPORT REQUIREMENTS). 5 o— EST. GRADE +e7:a2 — o=`o' +e7: O4. ( ( —� YE El R is t 1 GOUVIS ENGINEERING CONSULTING GROUP, INC. enu eiee °"""" s T R u c T u rz n e H H e e a PF.lk.S. mL.- aF 2Do ¢Ec PAN¢�JEUH IN 2x4 FURRED Wul - VERIFr 2A 2B mcAnON w/ EtEc. PKGdOED 5D 6O OWNERSHIP AND USE of DOCUMENTS Lw,u. ern n°''.,,"�:.a"�ne4.m,.: E seo naCH, c 1NN+ a. Wqr,` EXTERIOR FINISH SCHEDULE 3 SOUTH EXTERIOR ELEVATION NGsE F+peasPA/al/wn rP Of CPr�r� 16 4A 6D 5A 5D T.O.PA +21'-2 1T'I .}k5 -��-. a e 2 m - O4/15/222 PLAN CHECK SUBMITTAL rev. aam aeaonPUPP New +II' -TT 2 12 _ _9a� � EB --- }.. � Residence 1423 Mariners Drive Newport Beach, CA. 92660 Pmlect EXTERIOR ELEVATIONS ON. .a2 5 Z D-G +e7.iDT . — . AS NOTED ePme JANUARY 25, 2022 PreiePt ame ze aA as 1a O.BIBAWI Prejact manager MARCH 24, 2022 Plot axle 50 5D 22-011 A4.2 EAST EXTERIOR ELEVATION �` n jPb na aM1eet I/4'= I'-P` DESCRIPTION MANUFACTURER STYLE/CAT. NO. COLOR/REMARKS MIX. SIOGE — +, IO.74 —' —' — cuss 'A• cONc. TILE ROOF OVFx UNDIFtAYMENT k PLYWO. SHM. (COOL -ROOF REWIRED) EST ELEVATION HEIGHT: A=87.87' 0=8801' C=87.59' 35L71 4=87.92' ' 1. - 1A FAUX STONE VENEER STONECRAFT INDUST. OR APPROVED EQUAL XXXX COLOR XXXX I.CC ESR 2826 CEMENTUOUS BATTEN BOARD SIDING JAMES HARDIE OR APPROVED EQUAL 4' 10' ¢AID jH PANFNLS w 2.5 x7 4 RATE S PRIME PAINT COLOR #BD LC.C. ER-405 2B CEMENTUOUS TRIM BOARDS & SOFFITS JAMES HARDIE OR APPROVED EQUAL HARDI-TRII OFFIT SMOOTH- URED PRIME PAINT COLOR /{50 IC.C. NER-405 3A WINDOWS D APPROVEDEEQUALR PER SCHEDULES DUAL GLLAZEEE R/WHITE INTERIOR 3B SLIDING DOOR SYSTEM FLEETWOOD DOORS OR APPROVED EQUAL PER SCHEDULES OLOR: BLACK TEMPERED & DUAL -GLAZED gg "' T.o.R J1t0ELr . — . _ . _ +,5 2 R-ao IUiT INsuL 2m & R-2111 n INSULMION. m. ATTIC • 3C WOOD ENTRY DOOR T.M. COBB OR APPROVED EQUAL - - PRIME & PAINT COLOR #5B PRIME AS REQUIRED 4A PRE -FINISHED ALUM. GUTTERS DOWNSPOUT$ BV G.C. 1 /2-ROUND ALUM. RbUND DOWNSPO<�S EXTRUDED ALUMINU w COLOR TO MATCH 58 / 5A PAINT ON METAL FIASHING & C.J. DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS MATCH ADJ. MATERIAL 5B PAINT ON DOOR 41• GARAGE DOOR & TREWS DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS OLOR: BLACK /(DEA 57 PRIME AS REQUIRED 5C PAINT ON EXPOSED CORD. FOUNDATION DUNN EDWARDS OR APPROVED EQ. SEMI -GLOSS GOB R: WHITE PICKET FENCE #OET548 PRIME PRIOR TO INSTALL BEDROOM 3 BATH 3 LOFT :\—R-IN T.O.S ioPIAIE60 2 WLLI-NDOR RATC WPLL /SSEAi IN AT11CBORAL REE DETNI. 3/AR2 PAINTON SIDING. OOD SAVE ETCOR DUNN EDWARDS APPROVED EQ. SEMI -GLOSS COLOR: WHITE PICKET FENCE pDE R4650 PRIME ALL SIDES PRIOR TO INSTALL 6A CONCRETE TILE ROOF PRODUCTS OR APPROVED EQUAL SAXONY 600 STATE COLOR: CHARCOAL BLEND I.C.C. ESR-16476B CLASS 'A' 4-PLY BUILT-UP ROOF GAF OR APPROVED EQUAL ENERGY CAP COLOR: BRILLIANT WHITE I.C.C. ESR-1274�STANDING SEAM METAL ROOF CUSTOM-BILT METALS OR APPROVED EQ. CS-100 CAP SEAM 18.5 SPACING COLOR TO MATCH #5B I.C.C. ESR-2048T INSTIL. A S 1-HOUR RACED WALL Ass1:M& w R-21 eATf INsuu ON, SEE 1-HR. CLG. NOTES: 1. PROVIDE SAMPLES TO OWNER OF ALL INTERIOR & EXTERIOR FINISHES. 2. ALL SIDING SHALL, TRIM, ETC. SHALL BE INSTALLED OVER 2-LAYERS OF 15 L3. BUILDING PAPER OR DUPONT "TYVEK" HOUSE -WRAP #1055-B D.C.C. #ESR-2375). INSTALL PER MANUFACTURER. LIVING ROOM FOYER DEruc a/Ad2 3-CAR GARAGE - 3. ALL SIDING, TRIM, ETC. SHALL HE MITERED & CAULKED AT JOINTS/SEAMS. 4. RAIN DOWNSPOUTS NOT SHOWN FOR GRAPHIC CIARRY. GENERAL CONTRACTOR TO PROVIDE AS REQUIRED (MINIMUM PER FLOOR & ROOF PLANS). 5. ALL MECHANICAL, PLUMBING, ETC. OUTLETS/EXHAUST LOCATIONS SHALL NOT OCCUR AT FRONT/ STREET ELEVATION OF THE ROOF PLANES. PAINT ALL ITEMS TO MATCH ROOF SHINGLE.; 6. PROVIDE ELASTOMERIC PAINT FINISH TO ALL EXPOSED CEMENT PIASTER. ELASTOMERIC PAINT TO CONTAIN 100% ACRYLIC BINDERS. APPLY TO A MINIMUM OF 12 MIL. DRY THICKNESS. Esc OWE, — +37.92 T.OSu O--0• +e75O'f' - — — _. •: "- -. � =+- cCNc sUe avFx N�uEEN , _ OVER 4' cRAC BBC NDE � � � .•+ _„ :., „ _ ,4._ „ , .. C ,_ , . • ,. -,. A,' GOUMS ENGINEERING CONSULTING GROUP, INC. 7. FAUX MASONRY VENEER SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. INSTALL OVER CEMENT PLASTER BACKING (BROWN COAT -MOISTENED) & 1/2" THICK ttPE N OR S MORTAR. s T R U e T U R A L e" G T T E E�eR 8. FASTENERS FOR ROOF COVERINGS SHALL COMPLY WITH CBC SECTION 1507.3.6. 9. ALL FINISH ROOFING SHALL MEET "COOL ROOF' REQUIREMENTS. SEE FINISH SCHEDULE FORa�•w ADDITIONAL INFORMATION. ALL ROOFING MATERIAL SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE RADIANT WRIER ON PLYWOOD ROOF SHEATHING OR OTHER APPROVED METHOD (PER TITLE 24 REPORT REQUIREMENTS). OWNERSHIP AND USE OF DOCUMENTS „� •b wl� a nl xmb�xu3 ^^ � tp naCH,r c NpN A. �p EXTERIOR FINISH SCHEDULE HONE 3 BUILDING SECTION ve=r—D• 1 �,�� w'.•peralnmr N9 F � CP111�=P 04/15/222 PLAN CHECK SUBMITTAL rev, tlNtE aaactlpUon New Residence 1423 Mariners Drive Newport Beach, CA. 92660 project SECTION Utla AS NOTED JANUARY 251 2022 scale ,ect dot D.BIBAWI MARCH 24. 2022 Project m.O.... Plot dote 22-011 A4.3 = I' V job no eUt L1/4' PTD. CEMENNOUS SIDING OVER Roorzsm ROOFING ASSEMBLY - SEE ROOF PUN 2-LAYERS OF 15 LB. BUILDING PAPERH'v° OR WRAP V 2x10 SOLD BLKG. AS REQUIRED �PLYW000 ROOF SHEATHING - 1/2° MIN. THICKNESS LAP RICO. PAPER OVER FLASHING PREFAB CONCR TE RIDGE niE ROOF II[/ PAINTED 24 GA US G.I. Z—BAR FH'G AT RIOCE. EO DVERLIP FAcx sIOE CLASS .A. WNCREIE ROOF tx6 (EDGER THE ovER uxo...ENT ON PL. D SHEATHING PAINTED 24 GA G.I. PAN FLASH'G DOUBLE STRIP Tr ATTIC 2-LAYERS OF 30# ROOF UNDERLAYMENT wPROeVIDE MIN. ENT, OVER PLYWD. SHEATHING, RETURN EAC EncH UNOERLAYMENT UP WALL MINIMUM 5• • FLAT CONC. ROOF TILE INSTALLED PER MANUFACTURER'S REQUIREMENTS 6• MIN. TWO LAYERS-5/8' TYPE X' GYP.BD. 710'-0• PROVIDE CONT. 2x FIRE BLOCK'G o.c. MAX. BAIT INSULATION FACED BAITS 2x ROOF RAFTER, SEE STRUCi. RIDGE MEMBER AREAS OVER HABITABLE AREAS (SEE smucTJ BATH INSULAl70N BOTTOM CHORD OF MANUFACTURED ROOF TRUSSES AT 24° oc MAX. PLYWD. SHTG. AS OCCURS, SEE STRUCT. ROOF R.G/TRUSS (SEE SRiUCiJ - 5/8" GYP. BOARD INTERIOR FlNISH ROOFING ASSEMBLY - SEE ROOF PLAN F T CO R E LE ROOF TO WALL scuE TILE ROOF RIDGE & PLYW,QOD ROOF SHEATHING FLASHING DETAIL 4 HIP DETAIL 1-1 z'=1'-D• 1 3°=1'-a• (1/2 MIN. THICKNESS) ROOF PANEL PAN OUTRIGGER PER STRUCT. FELL) CUT ROOF PANELS AS REQUIRED AT RAKE CONC. TILE ROOFlNG 2x6 T&G ROOF SHEATHING GOUVIS ENGINEERING (PRIME & PAINT UNDERSIDE) RE UNDERUYMENT OVER CONSULTING GROUP, INC. ADDITIONAL IYER W. PUM. RF. DECKING 30# FELT C ONC. RAKE TILE. INSTALL ewo con 9e? TRIM w/ _ ___ _ PER MFR. 4 SP 4 SEATED fPP STRVCTV RAL ENGINEER JOINTS —RIVET TO CAL. MT- RUSHING OWNERSHIP AND USE OF DOCUMENTS TWO LAYERS-5/8' TYPE 'X' GYP.BD. — ANGLE CUPS w/ DRIPI +gymIn BATT INSULATION WITH FACED BATTS 'x"` c°°"1pp1OY"'` "1 XpXe 1eavi°' erecgre AREAS OVER HABITABLE AR 30N FELT FILE N0. RC 2602 1 HOUR RATED ROOF-CEIUNG ASSEMBLY CONTINUOUS 4x WE LDsee CLEAT BOOAM4�PANIEO e'r GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING x PAINTED 2.4 TRIM BOARD a 9Y:p BASE LAYER 5/8° TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO paceimxz000 DN ROOF TRUSSES 24" GO. WITH 1-1/4" TYPE W OR TYPE S DRYWALL SCREWS PTO. 4x 24" o.c. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE FASCIA BOARD B —STRUC. SHTG. WHERE z" OCCURS APPUED AT RIGHT ANGLES TO JOISTS THROUGH BASE LAYER WITH 1-7/8° TYPE W OR S DRYWALL SCREWS 12" o.c. AT JOINTS AND INTERMEDIATE NOTES: 1) REFER TO MANUFACTURER'S CHART AID. CEMENNOUS B&B TRUSSES AND 1-1 2" TYPE G DRYWALL SCREWS 12• ox PLACED 2" BACK / FOR DESCRIPTION OF FASTENERS SIDING OVER APPROVED ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 2e FROM BASE LAYER 2) REFER TO MANUFACTURER'S INSTALLATION JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS INSTRUCTIONS FOR ADDITIONAL INFORMATION APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8d NAILS. APPROPRIATE ROOF 3) PORTION OF T&G ROOF SHTG. SHALL BE —GABLE END FRAMING PER STRUCT. COVERING. CEIUNG PROVIDES 1-HOUR FIRE RESISTANCE PROTECTION FOR AT EXPOSED PORTIONS ONLY. USE PLYWD. TRUSSES. AT All OTHER ROOF SHTG. LOCATIONS ONE HOUR ROOF/CEILING SCALE ET L ROOFI G SCALE CO CREiE TLE SHI LE sca.E ASSEMBLY 2"=1'-O' GABLE RAKE DETAIL 5 AKE DETAIL 1 2 NOSCALE 13=1-0 RppF,Ap PTO. CEME R 2- SIDING OVER GATT INSULATION LAYERS 15 BLDG. LB. . PAPER WRAP 1x8 FLASHING P.T. Z-BAR MASHING TERMINATION 3°x4• FLASHING ffi COUNTER -FLASHING DBL 2x1O SOLD BLKG, 04/15/222 PUN CHECK SUBMITTAL date deecnptlpn FLAT CONC. TILE TO MAINTAIN ONE HR. ROOFING New 2x CONT. BLOCK'G RF. UNDERLAYMENT 10'-0° .... MAX Residence 2x STUD WALL 1423 Mariners Drive 2x LEDGER Newport Beach, CA. 92660 2x TIMER PLYWOOD SHEATHING P,cieet MISCELLANEOUS DETAILS NOTE: PAINT ALL EXPOSED FLASHING TO MATCH SIDING title epnle AS NOTED JANUARY 25. 2022 p,qj6 t dot. F T CONCRETE TILE ROOF 0 SIDING WALL FLASHING DETAIL 1-1 2"=1'-D° 3 O.u.... MARCH 24, 2022 prvjad monagar lotd plot dot 22-011 A6.3 job no. eho.t