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ZCPC 2022-23 Approved Plans
�o 0'3 CITY OF LAKE ELSINORE PEPLANNPNGD3VISION TOCO RESIDENCE & ACCESSORY DWELLING UNIT ol 01 DATE:07/28/2022 E E jVilCmpaMcom APPROVED EAST FRANKLIN STREET, LAKE ELSINORE , CALIF . 92530 �' � 29433 Cole Grade Road Valley Center,Califomia 92082 _co PHONE (760)688-7430 r GENERAL PLAN NOTES DESIGN CRITERIA AREA TABULATIONS PROJECT INFORMATION VICINITY MAP �v THE DESIGNER SHALL BE ADVISED OF ANY DISCREPANCIES OR ZONE RH-HILLSIDE SINGLE FAMILY RESIDENTIAL LOT AREA GROSS 17,858 S.F./.41 AC GROSS Ca d CONFLICTS IN THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION TYPE NET LOT AREA(excluding dedications) 15,329 S.F./.35 AC NET SITE (Franklin dedication=909 s.f.) Y, ,.•-., a...� —, �� �„•�,,,•_ CONSTRUCTION.IT IS THE RESPONSIBILITY OF THE p OCCUPANCY R3/U (Miramar dedication=1,620 s.f.) E.FRANKLIN STREET m CONTRACTOR/SUB-CONTRACTORS TO VERIFY ALL Co DIMENSIONS,DETAILS,AND FIELD CONDITIONS PRIOR TO THE LAKE ELSINORE,CA 92530 BUILDING SETBACKS LOT COVERAGE APN:373-054-013-00,373-054-016-00,373-055-017-00 COMMENCEMENT OF WORK,AND TO ADVISE THE DESIGNER OF 4,460 S.F./15,329 S.F.LOT=29%LOT COVERAGE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION FRONT 20' 7-27-zozz DOCUMENTS AND SITE CONDITIONS. INTERIOR SIDE 12' A EXTERIOR SIDE 15' s THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REAR 20' MAIN HOUSE TABULATION: OWNER ' q INSURING THAT ALL MATERIALS,WORKMANSHIP,AND METHODS ADU SETBACK 5' ANTHONY HRANEK&CORTNEY HENDERSON OF CONSTRUCTION ARE IN STRICT CONFORMANCE WITH THE FIRST FLOOR LIVING AREA 446 S.F. APPLICABLE EDITIONS OF THE UNIFORM BUILDING CODE,THE MAX.BUILDING HEIGHT 30' SECOND FLOOR LIVING AREA 1,590 S.F. E.FRANKLIN STREET THIRD FLOOR LIVING AREA 1,706 S.F. LAKE ELSINORE,CA 92530 UNIFORM ELECTRICAL CODE,THE UNIFORM MECHANICAL THIS PROJECT SHALL COMPLY WITH THE FOLLOWING COUNTY RESSTRUCT@GMAIL.COM s z CODE,THE UNIFORM PLUMBING CODE,THE UNIFORM FIRE ADOPTED CODES AND AMENDMENTS: TOTAL CONDITIONED AREA 3,742 S.F. CORTNEYLOVE@GMAIL.COM t O CODE,AND THE NATIONAL ELECTRICAL CODE,AS WELL AS ALL 'ms V) APPLICABLE LAWS AND ORDINANCES OF THE LOCAL 2019 CALIFORNIA BUILDING CODE OUTDOOR CVRD AREAS 569 S.F. s d` LU LU GOVERNING AGENCY AND BUILDING OFFICIAL. 2019 CALIFORNIA RESIDENTIAL CODE OR 2019 CBC GARAGE AREA 556 S.F.2019 GREEN BUILDING STANDARD CODE(CALGREEN) R ® w 9 = DETAILS AND CONDITIONS NOTED AS"TYPICAL"SHALL BE CAREFULLY CONSIDERED PRIOR TO CONSTRUCTION,AND THE 2019 CALIFORNIA ELECTRICAL CODE(CEC) GROSS BUILDING AREA 4,867 S.F. w CONTRACTOR/SUB-CONSTRACTOR SHALL NOTIFY THE 2019 CALIFORNIA PLUMBING CODE(CPC) o O DESIGNER OF ANY POTENTIAL CONFLICT. 2019 CALIFORNIA FIRE CODE(CFC) DESIGNER O C O 0 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS ACCESSORY DWELLING UNIT TABULATION: O Lo O— ENCROACHMENT PERMITS FROM THE PROPER GOVERNING (CBEES) A.D.U.LIVING AREA 1200 S.F. J.VILLA&COMPANY INC. SHEET INDEX Y w U—O , AGENCY ARE REQUIRED PRIOR TO CONSTRUCTION OF ANY A.D.U.GARAGE AREA 20 S.F. 29433 COLE GRADE ROAD z 0_u_2 @ LU SUBSURFACE,SURFACE,OR OVERHEAD STRUCTURES IN THE LEGAL DESCRIPTION GROSS A.D.U.BUILDING AREA 1,720 S.F. VAL(760)-688 7 LEY CENTER, CA 92082 T1 TITLE/INFO SHEET z O @ O�> PUBLIC RIGHT-OF-WAY.IT IS REQUIRED THAT THE A001 SITE PLAN = —z � ENCROACHMENT PERMITS BE APPROVED AND OBTAINED PRIOR E-MAIL:jefferyvilla@gmail.com A002 MINIMUM CONSTRUCTION SPECIFICATIONS } Y��} LOC 18 MB 012/077 COUNTRY CLUB HEIGHTS UNIT 7 z z J X w TO THE ISSUANCE OF ANY GRADING AND/OR BUILDING O Q w F z LOC 24 MB 012/077 COUNTRY CLUB HEIGHTS UNIT 7 MAIN HOUSE+A.D.U.TOTAL GROSS AREA 6,587 S.F. JVillaCom an com PERMITS. P Y• A101 MAIN HOUSE-FIRST STORY FLOOR PLAN F LL Y U LOC 25 MB 012/077 COUNTRY CLUB HEIGHTS UNIT 7 A102 MAIN HOUSE-SECOND STORY FLOOR PLAN z ¢w O IT IS THE RESPONSIBILITY OF ALL SUB-CONTRACTORS A103 MAIN HOUSE-THIRD STORY FLOOR PLAN ¢LLi A of U INVOLVED WITH THE WORK TO PROPERLY COORDINATE WITH PROPOSED PERSPECTIVE CONTRACTOR A10 A.D.U. RPLAN THE WORK OF OTHER TRADES,AND TO NOTIFY THE GENERAL A105 MAIN HOOUSEUSE ROOOFF PLAN A10 A.D.U.ROOF PLAN CONTRACTOR OF ANY DEFECTS OR DEFICIENCIES IN PREVIOUS OWNER BUILDER WORK BY OTHERS WHICH IS NOT IN CONFORMANCE WITH THE A107 WINDOW AND DOOR SCHEDULE CONSTRUCTION DOCUMENTS OR WHICH ADVERSELY AFFECTS A201 MAIN HOUSE EXTERIOR ELEVATIONS THE QUALITY OF SUBSEQUENT WORK. A202 MAIN HOUSE EXTERIOR ELEVATIONS A203 A.D.U.EXTERIOR ELEVATIONS THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL A204 A.D.U.PERSPECTIVE ELEVATIONS BE AT ALL TIMES IN COMPLIANCE WITH THE CONTRACTOR'S LICENSE LAW,AND SHALL MAINTAIN CURRENT LICENSES A301 BUILDING SECTIONS THROUGHOUT THE ENTIRE COURSE OF WORK. STRUCTURAL ENGINEER A303 BUILDING SECTIONS A302 BUILDING SECTIONS THE CONTRACTOR SHALL PROVIDE THE OWNER UPON THE E1 ELECTRICAL NOTES COMPLETION OF THE WORK,ALL APPLICABLE WARRANTIES, I - RES STRUCT E2 MAIN HOUSE ELECTRICAL PLAN GUARANTIES,MANUALS,REGISTRATION FORMS,AND ANTHONY HRANEK,P.E. E3 A.D.U. ELECTRICAL PLAN OPERATING INSTRUCTIONS FOR ALL MATERIALS,EQUIPMENT, 29433 COLE GRADE ROAD Q AND INSTALLATIONS ON THE JOB. VALLEY CENTER,CA 92082 T-24-1 TITLE 24 COMPLIANCE PREPARATION AND TREATMENT OF SOIL AT THE SITE SHALL BE I THRANEK@YAHOO.COM T-24-2 TITLE 24 COMPLIANCE 06 AT THE DIRECTION OF A QUALIFIED GENERAL CONTRACTOR.IT - - C64428 T-24-3 ADU TITLE 24 _ - --- J IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE ALL �- • ' T-24-4 ADU TITLE 24 LU SITEWORK,GRADING AND FOUNDATION PREPARATION IN CONFORMANCE WITH RECOMMENDATIONS OF PLANS. _ _ - S1 STRUCTURAL LEGENDS AND NOTES z LO �Q S2 MAIN HOUSE FOUNDATION PLAN w I_ GRADING OPERATIONS SHALL AT NO TIME ALLOW DRAINAGE TO - TITLE 24 ENERGY CALCULATION S4 MAIN HOUSE ROOF N HOUSE IFRAM FRAMING PLANNG PLAN LLuu U FLOW TO ADJACENT PROPERTIES. S5 A.D.U.FOUNDATION PLAN (J) M LLI LLJ S6 A.D.U.FRAMING PLAN FINISH GRADE OF THE SITE,SUBSEQUENT TO COMPLETION OF CARSTAIRS ENERGY S7 A.D.U.ROOF FRAMING PLAN LLI Z Df I ALL STRUCTURES,IMPROVEMENTS,AND LANDSCAPING,SHALL / P.O.BOX 4736 Z DIRECT SURFACE WATER AWAY FROM THE BUILDING / SAN LUIS OBISPO,CALIF.93403 SD-1 DETAILS Y U) 'A SD-2 DETAILS O Z J FOUNDATIONS A MINIMUM DISTANCE OF FIVE FEET,THENCE, // _ / ° PH:(805)904-9048 U Q W LLI �n SD-3 DETAILS VIA SURFACE SWALES AND/OR UNDERGROUND DRAINS, " j D_ W J F'i�' / "�� SW-1 SIMPSON STRONG WALLS LL Y TOWARD AND INTO APPROVED DRAINAGE WAYS. Q ALL SITE PREPARATION AND GRADING SHALL BE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND CHAPTERS 18 AND 33 OF THE UNIFORM BUILDING CODE. NOTE: T-24 HERS VERIFICATION NOTE: ASSESSOR MAP — APN. 373-054-013-00,373-054-016-00,373-055-017-00 SCOPE OF WORK oaasow .=sEssoRSP , — — r. CITY OF LAKE ELSINORE --' Contract Documents: These plans are the property of J.Villa&Company Inc. W T SITE J WORK TO INCLUDE: We reserve our common law copyrights In these plans. These plans are PROPERLY COMPLETED AND SIGNED INSTALLATION �'o CONSTRUCTION OF NEW S.F.D.WITH ATTACHED GARAGES,AND A not to be reproduced or copied in any form or manner,nor are they to be CERTIFICATES(CF2R)SHALL BE PROVIDED TO INSPECTOR IN l a / ^ SEPARATE DETACHED A.D.U.WITH ATTACHED GARAGE. assigned to any other party without obtaining the written consent of Jeff Villa THE FIELD.FOR PROJECTS REQUIRING"HERS"VERIFICATION ®'oR =$e &2 $m „ '\ ip In the event of unauthorized use of these plans by an unassigned party,the y % AND/OR DIAGNOSTIC TESTING,THE CF2R FORMS MUST BE o i BUILDING PADS TO BE PERMITTED BY SEPARATE GRADING PERMIT. DESCRIPTION TION Ns DATE unassigned party shall hold Jeff Villa&Company harmless. s - MutAMpR Verification of Dimensions&Details: REGISTERED.FORMS ARE AVAILABLE AT MONT7Cq wa R s REEr / GRADING APPROVAL&COMPACTION CERTIFICATION TO BE PRELIM. 1-20-2022 Prior to commencement of construction,all dimensions to be verified sdcounty.ca.gov/DPLU/bldg/energy-stds.html STREE..r PROVIDED PRIOR TO ISSUANCE TO BUILDING PERMIT. REV 3-21-2022 = a and Villa to be notified of any discrepencies in dimensions or details PRIOR : 's i / PLAN CHECK 6-27-2022 t0 proceeding with construction. '�' ' ' REV 7-27-2022 p g ®p o s e THIS PROJECT IS ON SEPTIC SYSTEM AND WILL USE L.P.GAS. Contractor is responsible for buildability of projects dimensions and details PROPERLY COMPLETED AND SIGNED INSTALLATION Q� xNa Q ELECTRIC SERVICE IS AVAILABLE AND TEMPORARY SERVICE TO BE PRIOR to the commencement of construction. CERTIFICATES(CF3R)SHALL BE PROVIDED TO INSPECTOR IN e PROVIDED ON PERMANENT BASE. THE FIELD.FOR PROJECTS REQUIRING"HERS"VERIFICATION AND/OR DIAGNOSTIC TESTING,THE CF3R FORMS MUST BE 2 - REGISTERED.FORMS ARE AVAILABLE AT t�a sdcounty.ca.gov/DPLU/bldg/energy-stds.html \ v a \ THE SUBMITTAL OF RESIDENTIAL FIRE SPRINKLER PLANS O O ehO ps„" o �< REQUIRED BY CALIFORNIA RESIDENTIAL CODE SECTION R313 HAS VBuilding Design & Planning SEE T-24 SHEETS,A101 NOTES AND E SHEETS �, gn0. s a� BEEN DEFERRED. J. Villa & Company I nc. '_ TO AVOID DELAYS IN CONSTRUCTION,PLANS FOR FIRE SPRINKLER PLANS SHALL BE SUBMITTED NOT LESS THAN 30 29433 Cole Grade Road,Valley Center 92082 760-688-7430 JVillaCompany.wm -Q CALENDAR DAYS PRIOR TO INSTALLATION OR PRIOR TO jVillaCompany.00m Bk9' REQUESTING A FOUNDATION INSPECTION WHEN THE SUBMITTAL mO� OF FIRE SPRINKLER PLANS IS DEFERRED.A FRAMOING/ROUGH INSPECTION SHALL NOT BE REQUESTED PRIOR TO APPROVAL OF FIRE SPRINKLER PLANS. iT1 s THE BUILDING INSPECTOR WILL RECHECK FOR EXPANSIVE SOIL �r r mQ s wa a AND OR GRADING REQUIREMENTS AT FIRST FOUNDATION INSPECTION. SPECIAL INSPECTIONS ARE REQUIRED-SEE SHEET St. a c ;h i. ;G^-,,,.,°,ea• - ""--�` CONKLIN AVENUE f � � � 1 r a.q.mo.fam SITE PLAN KEY NOTES: p o CITY OF LAKE ELSINORE I I �Do T PLANNING DIVISION /�// / j / NEW 3 STORY HOUSE TO BE BUILT w/ATTACHED GARAGE a 1 PERMIT#:ZCPC 2022-23 O/O I 2� NEW ACCESSORY DWELLING UNIT w/ATTACHED GARAGE m DATE:07/28/2022 /-� NEW PAVED DRIVEWAY PER PLAN 0) c APPROVED // I ❑q PROPOSED MAIN ELECTRICAL SERVICE PANEL co / � �n / / / I/ / EXISTING TOP OF BANK d E d ,--.-I CD / �6 EXISTING TOE OF BANK06 O ^ / W N 500 gal PROPANE TANK MIN.10 FROM HOUSE 1. 0tj �x PROPOSED WATER METER (D W m DEDICATE RIGHT-OF-WAY ALO G cu THE PROPERTY FRONTAGE O C U / PROPOSE D 19200 V. � � EXISTING FIRE HYDRANT LOCATION � T FRANKLIN STREET SUCH THA FROM /% ❑ &CONCRETE MASONRY FENCE SEE DETAIL 01/A001 > j PROPERTY LINE IS 30 FEETHE CENTERLINE OF T. / 8°25! "E 4.08 � CESSORY DWELLING UNIT 11 MASONRY COLUMNS@APPROX.24'O.C. m � 02 // 12 11 12 6'IRON FENCING PANELS O Q�nn��C FR '° / Y r 1,1 /Z7 L O8� �x- , 7_27-2022 �aBF 0 T -x- -x--x-x-x -x-x-x-x- x-x-x. --�- -----/ — -- �=7 40 —� RI HT BMP LEGEND L) / 001 / ELE 1400 0 � ELEV.1 8.67 F. ELEV 1415.00 11 I ❑r w .� (E)G 1 F> N 10 PDS 65 BROW DITCH /\ ! � PDS 65 BERM �B \00, DIRECTION OF LOT DRAINAGE /Ci % I 1% 12 I / MATERIALS & WASTE MANAGEMENT CONTROL BMPsl F. = 1415, ui WM-1 MATERIAL DELIVERY&STORAGE WM-4 SPILL PREVENTION AND CONTROL Q' /E 1401. - �\ 11 I I I W M-8 CONCRETE WASTE MANAGEMENT WM-5 SOLID WASTE MANAGEMENT to 3 Q� LITANA G -� I PARKING CONC.RV WM-9 SANITARY WASTE MANAGEMENT OCl �/ COVER Icn / V ,I`" /�� li ELEV. 1414.50 I I I WM-6 HAZARDOUS WASTE MANAGEMENT z � / O - - I I / I TEMPORARY RUNOFF CONTROL BMPsl O / /� 3�Y�-9 �� I 1 Lu I C� SS-2 PRESERVATION OF EXISTING -"PEV�`PEV K ® I VEGETATIONLu / ELEV 1414.9 0 --. BONDED OR STABILIZED FIBER MATRIX ✓`M Z (WINTER) 2 co SS-4 HYDROSEEDING(SUMMER) -TSP-TSP } / ELEV 1407.50 TW 1414.50 O I / f M�- W BW 1412.50 3� _.oi ���nI O I SS-6 / SS-8 STRAW OR WOOD MULCH �'S/W ELEV r-I I \ - U O ALI DRIVEWEM O I / PHYSICAL STABILIZATION(WINTER)LANTANA GROUND OC S�W 0 W rnQ OU- J14.8%SLOPEO�R Y-RD Oc OVER � ® k 0 A co 7 36x72x18"ROCK 00❑ AY ELEV 1413 0 V a J G, / / - T ! I I / rsc--ll SILT FENCE -EBM^ W W U Lu SC-2 PDS 659 SEDIMENT I DESILTING BASIN Q Of � U W // �_� 6% ❑3 I ti^� L� z O F�O FIBER ROLLS FR—FR— _ ?(0 W + / / SEP IC I P� I / z Z U-I Sx - - C SC-6 / SC-8 GRAVEL OR SAND BAGS Z LU 001 // / / TAN< \� I eol: ��y� I �O x W W C F O OOO -- / I 40 LU, `0 I SC-7 STREET SWEEPING AND VACUUMING Z LL Y W Of O ELEV 1414.50 i O I I / SC-10 STORM DRAIN INLET PROTECTION Q W J 0'U LU Ix / / it-, I NS-2 DEWATERING FILTRATION Dw Dw - Ll TC 1 STABILIZED CONSTRUCTION ENTRANCE Lu / / I I / TC-2 CONSTRUCTION ROAD STABILIZATION 1 —o° �1 E GARAGE �! FPROPO'SED 3,243 S.F. MAIN / __ - — J TC-3 ENTRANCE I EXIT TIRE WASH Lo / _ — F.F. — 1415.00 i Lu x TB C / �, RESIDENCE WillSETBACK/ Ix /� / a �r LANDSCAPE LEGEND 1 �r x LL� DEDICATE R GHT OF WAY ALON � / — — THE SOUTH(SIDE OF PROPERTY ON FOOTING OPTION"A" FOOTING OPTION"B" O I / .J MIRAMAR STREET SUCH THAT OM aO I / THE CENTEkLINE OF STREET T END eo�Maw / ! EIJERA PARVIFOLIA D 1z PATIO FG ELEV = OF DEDICATION IS 30 FEET. lv�lO AUSTRIALIAN WILLOW UJ I � // POOL ELEV.= 1424.5 I j' I n J.- 2'BOX MIN. 1420.00 1420.50 0/_0 lDEDICA TION 1 06 "os TALE A L.A osPA "G I ( JACARANDA ACUTIFOLIA W FOBaE�s�E " 2 2:1 CU I E PLA6 JACARANDA (� o R I o o�oE SCALE:1"=10' ° / � / / � BANK 2'BOX MIN. � Wu s -#aREeaR = — C] I 3 1 I AIN HOUSE TAI TION: uJ _141 ! I BOUGAINVILLEA uj U 7 J —2 I FIRST FLOOR LIVIN AREA 446 S.F. 10 GAL.EACH ox — ° I SECOND FLOOR LIVING AREA 1,590 S.F. LU ,nfy ~ Z THIRD FLOOR LIVI G AREA 1,706 S.F. ❑ LANTANA GROUND COVER W 0 Q 4' 20" #4@48"O.C. usur�sN°w rzs@4,c-•L x x to eE wt'�Es'r 'ro 5 GAL EACH Z Z III TOTAL CONDITIO ED AREA 3,742 S.F. J — zs411 ;s�LlI SHREDDED BARK GROUND COVER O Q ww O I OUTDOOR CVRD AREAS 569 S.F. o/VEVOR WEED BARRIER LANDSCAPE 0 0' W NOTES'. ,I„ oEs,°rvfi NOT wuow°�E°,F��„r,„�°F �E��F.e°"°rv°PE"MR�"E°"RE° I 11 I GARAGE AREA 556 S.F. FABRIC o/GRADED BASE O Y — NOTn • �s°�,°F,,,Ewa,.�TM�,s Lj -N 1Ns w 12 _o-x -x -x-x -x-x�-x-xa -x-x-x---x�---x-x - :, Lx�-x_ x �� � I GROSS BUILDIN AREA 4,867 S.F. W � 150.06 ��� ALL PROPOSED LANDSCAPE IRRIGATION N$8°25l30 E s IS TO BE ON"SMART SENSOR"VALVE s,.«REa^° =P°E=,E� °E`°R"T"E P E cE I ACCESSORY DWELLING UNIT TABULATION: CONTROLLERS AND PLANTS TO BE USED Du-�mnsorvxurvrtsroa mmcso"�� aI o�°E �oMry Ems. -< "-,row.mppaGq. � ram, ! r ARE DROUGHT TOLERANT CITY OFLAKEELSINORE td D I I A.D.U.LIVING�EA 1,200 S.F. DISCLpIM�R'. "'"�` t BUILDING DEPARTMENTISInou I � d H A.D.U.GARAGREA 520 S.F. FREESTANDING BLOCK WALL MPpE°R°EFECTs ARw"rEEa�" I 7� t7 I GROSS A.D.U. UILDING AREA 1,720 S.F. °Y Feaaeo°rv° ate rvo fr 01 MASONRY FENCE MAIN HOUSE A.D.U.TOTAL GROSS AREA 6,587 S.F. REVISIONS DESCRIPTION DATE PRELIM. 1-20-2022 VICINITY MAP OWNER INFORMATION CONTACT INFORMATION PARCEL INFORMATION PROJECT INFORMATION SCOPE & PLOT PLAN INFORMATION REV 5-02-2022 PLAN CHECK 6-27-2022 NAME: ANTHONY HRANEK&CORTNEY HENDERSON NAME: J.VILLA&COMPANY INC E.FRANKLIN STREET ZONE RH-HILLSIDE SINGLE FAMILY RESIDENTIAL REV 7-27-2022 SEE TITLE SHEET T1 LAKE ELSINORE,CA 92530 WORK T INCLUDE: ADDRESS: E.FRANKLIN STREET ADDRESS: 29433 COLE GRADE ROAD APN:373-054-013-00,373-054-016-00,373-055-017-00 CONSTRUCTION TYPE CONSTRUCTION CTION OF NEW S.F.D.WITH ATTACHED GARAGES,AND A SEPARATE DETACHED A.D.U.WITH ATTACHED GARAGE. OCCUPANCY R3/U CITY: LAKE ELSINORE, CITY: VALLEY CENTER DRIVEWAY&GARAGE LEVELS TO BE PERMITTED BY SEPARATE JVillaCompany.com STATE: CA STATE: CA BUILDING SETBACKS GRADING PERMIT.GRADING APPROVAL&COMPACTION FRONT 20' CERTIFICATION TO BE PROVIDED PRIOR TO ISSUANCE TO BUILDING INTERIOR SIDE 12' PERMIT. ZIP: 92530 ZIP: 92082 EXTERIOR SIDE 15' EMAIL: RESSTRUCT@GMAIL.COM PHONE: 760-688-7430 REAR 20' THIS PROJECT IS ON SEPTIC SYSTEM AND WILL USE L.P.GAS. A001ELECTRIC SERVICE IS AVAILABLEAND TEMPORARY SERVICE TO BE CORTNEYLOVE@GMAIL.COM MAX.BUILDING HEIGHT 30' PROVIDED ON PERMANENT BASE. NOTE:SPECIAL INSPECTIONS ARE REQUIRED-SEE SHEET S1. SITE PLAN KEY NOTES: E 'L\ / I ELEV 1415.00 CITY Ocj F LAKE4ELRI / / / INEW 3 LEVEL HOUSE TO BE BUILT wI ATTACHED GARAGEP ANNING /� ��J Q I+nOr 11 /(A� R� I I �2 NEW ACCESSORY DWELLING UNIT w/ATTACHED GARAGE m PER IT#:ZCPC 2022- / v / n^7.J�/��r Cam,L 11 C=v 08, -_ ---- N�,$ _I �f.O V �3 NEW PAVED DRIVEWAY PER PLAN r1�5 DAT :07/28/2022 ^'l F,J J I... - I ❑q PROPOSED MAIN ELECTRICAL SERVICE PANEL'''�l\\ l SS-6 T.W.=1416.00 I I �5 EXISTING TOP OF BANK (0 cc B.W.=1412.00 1 I IL C �8 EXISTING TOE OF BANK 06 O ROVED�� / SS-6 U o / ELE 1400 0 (E)GRADE EL�EVI,-_1415.00 I �SOO gal PROPANE TANK MIN.10'FROM HOUSE / ELEV.1408.67 06 ` - SC-7 EEn ® PROPOSED WATER METER W d V �O \ i_ EXISTING FIRE HYDRANT LOCATION �/ 2:1 CUT so-1 _ ---- °I % �� DO F.F. = 1415.( 0 CD I CONC.RV PARKING I I AUTOCOURT 40'x 20' 6'M, I ELEV 1414.50 I ELEV.=1414.50 BMP LEGEND ��- LUG.=141.00 B.W.=14 00 /cf) '' 2:1 CUT WM-1 I I PDS 65 BROW DITCH / !C/ ELEV 1414.50 WM-8 I 0 I I PDS 65 BERM B 14.8% �� ELEV 1414.67 CODIRECTION OF LOT DRAINAGEE WM-5 /_ W I ELEV 1407.5 TW 1414.50 WM-y MATERIALS & WASTE MANAGEMENT CONTROL BMPsi 3% I ! WM-1 MATERIAL DELWERY85TORAGE / V BW 1412.50 O WM-a/PE ' T �` I I [� SPILL PREVENTION AND CONTROL / ✓ / / 2:1 CU / \/ 0? WM-8 CONCRETE WASTE MANAGEMENT O / SS-4� �-14.8%`SLOPE I ()R n C� I I WM-5 SOLID WASTE MANAGEMENT of DRIVEWAY ELEV 1413 0 SE rBAL �/ I�.:� z ICONCRETE wM-9 SANITARY WASTE MANAGEMENT Wp WM-6 HAZARDOUS WASTE MANAGEMENT W TEMPORARY RUNOFF CONTROL BMPs } S-2 PRESERVATION OF EXISTING ^PEV� 6% S PEV Z 2 VEGETATION o O '^b�' SS-3 BONDED OR STABILIZED FIBER MATRIX -!`M O O J PTAN �'IC (�� I (WINTER) O �c1 Q v SS-4 HYDROSEEDING(SUMMER) -TSP�`TSP Y Ad W U Q 2 _ / Q ' I SS-6/SS-8 STRAW OR WOOD MULCH �'S/W� Z La('2.0 / EL V 141 .50 �`� 4 �- I SS-7 PHYSICAL STABILIZATION(WINTER) -^EBM✓ � SS-10 ENERGY"ROC ATOR `^ Z SILT FENCE 8CE Z J J F-W / I O I SC-1 SILT FENCE �T 2 It iU UL N 1- SS-6 I SC-B PDS 659 SEDIMENTIDESILTING BASIN Of 0 Q W JWO SEPTIC FIELD I SC7 FIBERROLLS FR FR LEACH LINES I Np E / / GARAG ' I SC-6/SC-8 GRAVEL OR SANDBAGS __ _ F.F. - 1415.00 I SC-7 STREET SWEEPING AND VACUUMINGT11J1J I / wl I T.W.=1420.50 �; (D' I SC-10 STORM DRAIN INLET PROTECTION® SETBACK/ E T B A C / // SC-1 T.W.1414.00 420.5 �,(I �,I I NS-2 DEWATERING FILTRATION Dw Dw < WI I TC-1 STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION ROAD STABILIZATION I / / F.F. = 1425.00 Q (jJ I TC-3 ENTRANCE/EXIT TIRE WASH M 0 M / �I �I W �� / � I POST-CONSTRUCTION SITE DESIGN BMPs Q / PATIO iO FIG LEV= �/ I s/.Nh ��( UJ I ELEV.- 1 'S 43.1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND EBM w POOL 1420.50 I HYDROLOGIC FEATURES W SC-I H2O=1420.00 SS-6 4 3.21 CONSERVE NATURAL AREAS,SOILS,AND VEGITATION � � GV I I 43.3 MINIMIZE IMPERVIOUS AREA LLJ F_ 1 CU 43.4 MINIMVESOIL COMPACTION 0 w V O - - BANKI 4 3.5 IMPERVIOUS AREA DISPERSION (J�W �1 I FIG ELEV.= I LU(n Q C> I I 1424.5 I 4 3.6 0 RUNOFF COLLECTION Z J l'I; CUT@ 1430.5 I FI I I I 4 3.7 1 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES O Z J I , LLJ ZI PATIO SS-4 I I 4 3.81 HARVESTING AND USING PRECIPITATION Of Lu O Lu / ELEV.0 1 I LU_j U) 1420.50 I T.W.=1425.00 `� 1 � Sc-1 B.W.=1420.00 I� --- d I \ - J ---------I`I O 2 J13O11 F I bU.Ube __ - _���- _ --�---- I PRELIMINARY EARTH WORK QUANTITIES -� I PROPOSED CUT 0 CU YDS � I PROPOSED FILL 0 CU YDS I I EXPORT 1200 CU YDS - - - I I CUT AND EXPORT EXCAVATIONS ARE TO u ACHIEVE DRIVEWAY ACCESS, PARKING, _ I I ACCESS AND GARAGE SLABS ONLY. BALANCE OF BUILDING TO BE ON RAISED FOUNDATION TO MINIMIZE SITE IMPACT, = DISTURBED AREA AND AREA FOR ON SITE WASTE WATER DISPOSAL SYSTEM CITY OF LAKE ELSINORE REVISIONS DESCRIPTION DATE PRELIMINARY GRADING PLAN PRELIM 5-02-2022 ALE: "= 0' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY- SEAL IVIIIaCompany.Dom MARK REVISIONS A P P R, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND CITY OF LAKE ELSINORE SHEET 1 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PRELIMINARY GRADING CONCEPT SCALE: BENCH MARK, OF SHEET REMON HABIB, RCE No. 83156 DATE DATE FILE No. CITY ENGINEER CTY OF LAKE ELSINORE DATE, KEYNOTES: g CITY OF LAKE ELINORE 1e ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. V PLANNING DIV SION 2. PROVIDE 518"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF E SHEATHING AT GARAGE/DWELLING SEPARATION WALLS.ALL PERMIT#:ZCPC 2022-23 ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE DATE:07/28/2022 p p EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND K.g I�Q C" 0] M CEILINGS. E cm Q USE 1 e"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH C c APPROVED SELF-CLOSING HARDWARE AT OPENING BETWEEN GARAGE ANDco DWELLING. 46'-0" ® PROVIDE P&T VALVE,ROUT DISCHARGE LINE TO EXTERIOR& PROVIDE SEISMIC STRAPS. E 0 WHEN DOORS SWING TO THE EXTERIOR THE FLOOR LANDING SHALL O NOT BE MORE THAN 1/2"INCH(12.7 mm)LOWER THAN THE 4'-0" 42'-0" THRESHOLD OF THE DOORWAY.WHERE SUCH ACCESS IS NOT REQUIRED,THE THRESHOLD SHALL NOT EXCEED 1 INCH(25 mm). LANDINGS SHALL BE LEVEL EXCEPT THAT EXTERIOR LANDINGS MAY W 6'-5" 8'-5" 4'-4" 22'-1 0" HAVE A SLOPE NOT TO EXCEED 1/4"UNIT VERTICAL IN 12"UNITS 0 co HORIZONTAL(2%SLOPE). PROVIDE PERMANENTLY WIRED SMOKE DETECTORS WITH BATTERY 0) LINE OF CANTALEIVER BACKUP AS SHOWN.SEE SHEET E2. ROOF O_VE___ =' 20'-11" © METAL FIREBOX FIREPLACES TO BE CONSTRUCTED PER SAN DIEGO COUNTY FOR ESR2599 7 - 7❑. SHOWER ENCLOSURES:SHOWER WALLS MUST BE FINISHED TO A m c UP HEIGHT OF 6'-O"WITH A SMOOTH,HARD,NONABSORBENT SURFACE. (17)7.1"RISERS ® ATTIC ACCESS:ATTIC AREAS SHALL BE ACCESSIBLE BY AN OPENING 03 NOT LESS THAN 22"x30".WHEN A FURNACE IS LOCATED IN AN ATTIC 18080 GAR GE ROLL-UP 01 AREA,THE OPENING SHALL NOT BE LESS TAN 30"x30". 3oeo 9�. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN 0 3080 APPROVED BACK FLOW PREVENTION DEVICE. ELEV.=1415 12 Cfl 10. PROVIDE EXHAUST FAN CAPABLE OF 5 AIR CHANGES PER HOUR N (17)7.1"RISERS MINIMUM IN AN INTERIOR BATHROOM,VANITY,OR LAUNDRY ROOM. (O UP 11. SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR ❑ - EMERGENCY ESCAPE AND RESCUE: A. 5.7 SQ.FT.MINIMUM NET CLEAR OPENABLE AREA ° B.24"MINIMUM NET CLEAR OPENABLE HEIGHT C. 20"MINIMUM NET CLEAR OPENABLE WIDTH D. FINISHED SILL HEIGHT 44"ABOVE FLOOR MAXIMUM Z to BDRM 1 21'-10" 12. GARAGE SLAB UNDER WASHER AND LAUNDRY ROOM,SLOPE TO 0 (O 1q 16'-4"x 15'- EXTERIOR FLOOR DRAIN RUN LINE TO DAYLIGHT. af N N 1� 9'CEIL - 13. PROVIDE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES W ILL 02 GARAGE ci cc IN SHOWERS AND TUB/SHOWER COMBINATIONS. Z °m N 14. WATER CLOSETS SHALL PROVIDE NO MORE THAN 1.28 GALLONS PER LU Iw 21'-10"x 22'-0" N N FLUSH. _ I� 9'CEIL 15. ALL VENTS(FLUES)SHALL BE INSTALLED AND SUPPORTED PER } ELEV.=1415 MANUFACTURER'S SPECIFICATIONS. W D q 4'-0" 5'-0" 3'-4" -6" 22'-10" C 16. PROVIDE MIN.30"CLEAR UNOBSTRUCTED WORKING SPACE IN FRONT OF FAU. Z p O 30 17. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER O M U RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING U �OU Q 2668 2668 AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO W I- J ('7 05 05 MAKE THEM WATERPROOF. Y W O Q(9 O U BA 1 18. FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE Z W 2 _ g I p M 1 V-10"x 5'-6' OS. DAMPER FIXED IN THE OPEN POSITION WITH APPROVED FIREPLACE Q P Lu(>W -' 9'CEIL DOOR SYSTEM INSTALLED. w O > 6'-0"x 5'-" Z F O - ¢ Fw _ 19. OPENABLE WINDOW AREA MUST BE 1/20 OF THE FLOOR AREA, = Z9'CEIL MINIMUM 1-1/2 SQ.FT.IN BATHROOMS,LAUNDRY ROOMS,ANDY WH SIMILAR ROOMS. ZO Z W af LU Z 20. PROVIDE FIRESTOPS,VERTICAL AND HORIZONTAL,IN ENCLOSED Q b a SPACES AT 10'-0"INTERVALS MAXIMUM. �LL Y U)� 21. DOORS MAY NOT SWING INTO GARAGE WHEN THERE IS MORE THAN Z Q W O 1"DROP FROM THE HOUSE. Q W J X U 22. UNDER NO CIRCUMSTANCES ARE GARAGES PERMITTED TO OPEN INTO A ROOM USED FOR SLEEPING PURPOSES. 23. ALL GLAZING TO BE INSTALLED WITH"U"VALUE INFORMATION 12'-4" 6'-6" 4'-4" 22'-1 O" ATTACHED CERTIFIED BY THE NFRC AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS.ALL NEW GLAZING SHALL HAVE CERTIFYING LABEL SHOWING THE"U"VALUE. D p 24. PROVIDE FAUCETS WITH A MAXIMUM FLOW RATE OF 2.2 GALLONS PER MINUTE(GPM). 46'-0" 30 25. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW RATE OF 2.5 GALLONS PER MINUTE(GPM). co 26. PROVIDE ULTRA LOW FLUSH TOILETS. Lu p 27. SHOWER COMPARTMENTS AND BATH TUBS WITH INSTALLED SHOWER > HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT w Q 04 EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. CONC.PATIO > w 28. ALL RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED IN ELEV.=1420.50 Q Lu ACCORDANCE WITH NFPA 13-D STANDARDS. w > 29. A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND J J SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR,OR A w a PLUMBING SUBCONTRACTOR,OR THE BUILDING OWNER CERTIFYING > O Lu THE FLOW RATE OF THE FIXTURES INSTALLED.A COPY OF THE a z CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENTAL Q O J SERVICES DEPARTMENT. Lu 30. JOINTS AND OPENINGS,ANNULAR SPACES AROUND PIPES, z ELECTRICAL CABLES,CONDUITS,OR OTHER OPENINGS IN PLATES AT „X EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF W O RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ui ENFORCING AGENCY. U co 31. A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT co ---------------------- THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. 32. BEFORE FINAL INSPECTION,A COMPLETE OPERATION AND LLI MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING Q W Q Z POOL OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN W 0 Q 16'-0"x 32'-0" AFFIDAVIT THAT CONFIRMS THE DELIVERY OF SUCH. f^ ofJ ELEV.=142 33. GARAGE SLABS/FLOORS OF NONCOMBUSTIBLE MATERIAL WITH V J Ld MINIMUM 1%SLOPE DIRECTED TO DRAINS OR MAIN VEHICLE ENTRY W U7 Q- UP DOORWAY. 0'LL Z 0 34. UPFLOW FAU ON MIN.18"PLATFORM e"TYPE'X'SHEETROCK ALL LL J 35. STAIR WELL HAND GRIP PER XX/SD.3 O Z J O 36. DEX-O-TEX CLASS W DECK FINISH WEATHER WEAR ICC REPORT# E O E ESR 1757 U LLJ O 30 37 O LL Y J Uj J ---------------------------------------------LI-- -- -VE-- --ABOVE REVISIONS DESCRIPTION DATE PRELIMINARY 1-20-2022 REV 4-8-2022 PLAN CHECK 6-27-2022 A B GARAGE / BASEMENT FLOOR PLAN lz TABULATION: FIRST FLOOR LIVING AREA 446 S.F. JVillaCom an .com 0 SECOND FLOOR LIVING AREA 1,590 S.F. rGARAGE IVING AREA 1,706 S.F. ONED AREA 3,742 S.F. 1 D AREAS 569 S.F. Al O 556 S.F.G AREA 4,867 S.F. 7-5-2022 KEY NOTES: g CITY OF LAKE ELSINORE 1B ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. V PROVIDE 5/8"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF PLANNING DIVISION E SHEATHING AT GARAGEIDWELLING SEPARATION WALLS.ALL PERMIT#:ZCPC 2022-23 ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE DATE:07/28/2022 Q M C0 M EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND ` �g CEILINGS. o 3❑. USE 1 8"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH C APPROVED SELF-CLOSING HARDWARE AT OPENING BETWEEN GARAGE AND E 46'-0" DWELLING. C Q o WHEN DOORS SWING TO THE EXTERIOR THE FLOOR LANDING SHALL NOT BE MORE THAN 1/2"INCH(12.7 mm)LOWER THAN THE THRESHOLD OF THE DOORWAY.WHERE SUCH ACCESS IS NOT C'6 Q 4'-0" 19'-61, 22'6" REQUIRED,THE THRESHOLD SHALL NOT EXCEED 1 INCH(25 mm). f 1 0 LANDINGS SHALL BE LEVEL EXCEPT THAT EXTERIOR LANDINGS MAY �.J r C� HAVE A SLOPE NOT TO EXCEED 1/4"UNIT VERTICAL IN 12"UNITS 'zo 15'-0" 4'-6" HORIZONTAL(2%SLOPE). N W o 5❑. PROVIDE PERMANENTLY WIRED SMOKE DETECTORS WITH BATTERY BACKUP AS SHOWN.SEE SHEET E2. It METAL FIREBOX FIREPLACES TO BE CONSTRUCTED PER SAN DIEGO — ci C, COUNTY FOR ESR2599 LINE OF LEVEL 1 BELOW 7�. SHOWER ENCLOSURES:SHOWER WALLS MUST BE FINISHED TO A — > HEIGHT OF 6-0"WITH A SMOOTH,HARD,NONABSORBENT SURFACE. 7 - ATTIC ACCESS:ATTIC AREAS SHALL BE ACCESSIBLE BY AN OPENING m c NOT LESS THAN 22"x30".WHEN A FURNACE IS LOCATED IN AN ATTIC Ir ROOF BELOW AREA,THE OPENING SHALL NOT BE LESS TAN 30"x30". 2'-6" 7'- „ 7'-3" 2'-6" HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN 7 APPROVED BACK FLOW PREVENTION DEVICE. c PROVIDE EXHAUST FAN CAPABLE OF 5 AIR CHANGES PER HOUR V O - MINIMUM IN AN INTERIOR BATHROOM,VANITY,OR LAUNDRY ROOM. v 50 41 1[]1. SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR N 4'-3" EMERGENCY ESCAPE AND RESCUE: A. 5.7 SQ.FT.MINIMUM NET CLEAR OPENABLE AREA i 61s x @ 8' Isis x a' Isis Fx @ s' B. 24"MINIMUM NET CLEAR OPENABLE HEIGHT Co DN9 C. 20"MINIMUM NET CLEAR OPENABLE WIDTH D. FINISHED SILL HEIGHT 44"ABOVE FLOOR MAXIMUM JIF GARAGE SLAB UNDER WASHER AND LAUNDRY ROOM,SLOPE TO zEXTERIOR DOOR. 0 (o _ w 00i3O [�3 PROVIDE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES J) w ANTRY IN SHOWERS AND TUB/SHOWER COMBINATIONS. 0' N Q 206 15 _ N Q WATER CLOSETS SHALL PROVIDE NO MORE THAN 1.28 GALLONS PER 0 F ul FLUSH. z Q> - ALL VENTS(FLUES)SHALL BE INSTALLED AND SUPPORTED PER W C IL Q x ref ROOF C MANUFACTURER'S SPECIFICATIONS. _ O, KITCHEN 30 ©. PROVIDE MIN.30"CLEAR UNOBSTRUCTED WORKING SPACE IN FRONT W w e 14'-2"x 14'-6" 5'-8" 5'-8" 5'-8" 5'-8" a OF FAU. H O Z of o Q ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER Ozi of 9'CEIL RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING w M 2 U CVRD DW AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO O O J U N U -� li MAKE THEM WATERPROOF. � Q Zo ENTRY [8 FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE °6 I j Q J � DN DAMPER FIXED IN THE OPEN POSITION WITH APPROVED FIREPLACE W W U Q 0(17)7.1"RISERS 4'-0" Op Op M DOOR SYSTEM INSTALLED. Z W LU 2 aU 2020 SE @ 8' 2020 C SE @ 8' 2020 C SE @ 8' 1❑9. OPENABLE WINDOW AREA MUST BE 1/20 OF THE FLOOR AREA, Q 0n af 3090 ENTRY Lu 3 MINIMUM 1-1/2 SQ.FT.IN BATHROOMS,LAUNDRY ROOMS,AND Z O�O> 06 SIMILAR ROOMS. =J Z U J PROVIDE FIRESTOPS,VERTICAL AND HORIZONTAL,IN ENCLOSED CONC.PATIO SPACES AT 10'-0"INTERVALS MAXIMUM. Z Z J LU O LU� Z CV 21. DOORS MAY NOT SWING INTO GARAGE WHEN THERE IS MORE THAN =9 LU H 1"DROP FROM THE HOUSE. LL`1 UNDER NO CIRCUMSTANCES ARE GARAGES PERMITTED TO OPEN Q LLI g LU OU 0 ELEV.-1425 CO o - CV INTO A ROOM USED FOR SLEEPING PURPOSES. OFFICE y O 2®. ALL GLAZING TO BE INSTALLED WITH"U"VALUE INFORMATION Lp 16'-8"x 1 V-8" m 02 N ATTACHED CERTIFIED BY THE NFRC AND SHOWING COMPLIANCE D CV 9'CEILD WITH THE ENERGY CALCULATIONS.ALL NEW GLAZING SHALL HAVE UP _ 30 CERTIFYING LABEL SHOWING THE"U"VALUE. LLJ (17)7.1'RISERS - C7 PROVIDE FAUCETS WITH A MAXIMUM FLOW RATE OF 2.2 GALLONS N 'zo <h PER MINUTE(GPM). F GREAT ROOM to 2®. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW RATE OF 2.5 18'-4"x 23'-0" GALLONS PER MINUTE(GPM). F 0 p �. PROVIDE ULTRA LOW FLUSH TOILETS. 9'CEIL. 2 . SHOWER COMPARTMENTS AND BATH TUBS WITH INSTALLED SHOWER � � zsse HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT N ° HALL 05 iV BA.2 0? _ N EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 9'CEIL ;il- 11'-8"x V-6" o o N - 2®. ALL RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED IN 9'CEIL ¢ ACCORDANCE WITH NFPA 13-D STANDARDS. A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND 1 6- 0" 3'-1 0" 3 O' N ® SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR,OR A CD m M PLUMBING SUBCONTRACTOR,OR THE BUILDING OWNER CERTIFYING CV - THE FLOW RATE OF THE FIXTURES INSTALLED.A COPY OF THE J p CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENTAL SERVICES DEPARTMENT. wcgs O BA 3 o CV - 3�. JOINTS AND OPENINGS,ANNULAR SPACES AROUND PIPES, Q R stora e CLOS.o0 B ELECTRICAL CABLES,CONDUITS,OR OTHER OPENINGS IN PLATES AT F,o g 2468 6'10"x 7'-8" "x 5'-8" _ EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF ELEV.=1425 o�s�sF clos. 09 g'CEIL OS 9'CE CV RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, x 2888 C7 CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE W 2888 ENFORCING AGENCY. m12090 OxxO SOO 10 OS b A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT ui ¢ 07 7F_ - THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. CD C14POOL BELOW3®. BEFORE FINAL INSPECTION,A COMPLETE OPERATION AND co 16'-0"x 32'-0" o MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING N m - OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN LU m ELEV.=1420 0p AFFIDAVIT THAT CONFIRMS THE DELIVERY OF SUCH. Q Lu Q Z w 00 3©. GARAGE SLABS/FLOORS OF NONCOMBUSTIBLE MATERIAL WITH LU U p _ MINIMUM 1%SLOPE DIRECTED TO DRAINS OR MAIN VEHICLE ENTRY r^ �' LL Q iv DOORWAY. co J 00 o BDRM 2 e _ ®. UPFLOW FAU ON MIN.18"PLATFORM 5'TYPE'X'SHEETROCK ALL W�/ E '>� 14'-0"x 16'-6" p 3©. STAIR WELL HAND GRIP PER XX/SD.3 0. Z LANAI °o ' - E 3®. DEX-O-TEX CLASS'A'DECK FINISH WEATHER WEAR ICC REPORT# J — 22'-8"x 16-6" 30 ESR 1757 O Z W O 9'CEIL of LU 0LLzo Q LL DN 00 - - W J C7 o CV J MIN.42"RAIL $ REVISIONS 4'-2" '4 21'-8" 15'-0" 8'-0" DESCRIPTION DATE PRELIMINARY 1-20-2022 REV 4-8-2022 REV 7-5-2022 A B 46'-0" "FE MAIN LEVEL FLOOR PLAN lz 1/4"=V-0" TABULATION: JVillaCom an .Dom FIRST FLOOR LIVING AREA 446 S.F. SECOND FLOOR LIVING AREA 1,590 S.F. THIRD FLOOR LIVING AREA 1,706 S.F. TOTAL CONDITIONED AR::: 2 S.F. L DOOR CVRD AREAS9 S.F. A1 O2 AGE AREA 6 S.F. SS BUILDING AREA 4,867 S.F. 7-5-2022 KEYNOTES: 46'-0" CITY OF LAKE ELSINORE B ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. (� PLANNING DIVISION PROVIDE 5/8"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF � E SHEATHING AT GARAGEIDWELLING SEPARATION WALLS.ALL ol PERMIT#:ZCPC 2022-23 4'-O" 19'-6" 22'-6" ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE DATE:07/28/2022 EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND 10 CEILINGS. cp o K'g 3. USE 1 8"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH APPROVED 5'-2" 8'4" 4'-6" 4'-6" 4'-O" SELF-CLOSING HARDWARE AT OPENING BETWEEN GARAGE AND co DWELLING. WHEN DOORS SWING TO THE EXTERIOR THE FLOOR LANDING SHALL Ez E n 2'-9" 9'-0" 9'-0" 2'-9" 5'-2" 4'-0" 4'-4" -1" 2'-5" NOT BE MORE THAN 1/2"INCH(12.7 mm)LOWER THAN THE O , THRESHOLD OF THE DOORWAY.WHERE SUCH ACCESS IS NOT otS T REQUIRED,THE THRESHOLD SHALL NOT EXCEED 1 INCH(25 mm). LANDINGS SHALL BE LEVEL EXCEPT THAT EXTERIOR LANDINGS MAY wx 0 o HAVE A SLOPE NOT TO EXCEED 1/4"UNIT VERTICAL IN 12"UNITS In W Q M 00 M HORIZONTAL(2%SLOPE). N LINE O LEVEL BELOW--� 5❑. PROVIDE PERMANENTLY WIRED SMOKE DETECTORS WITH BATTERY 0 t6 y BACKUP AS SHOWN.SEE SHEET E2. METAL FIREBOX FIREPLACES TO BE CONSTRUCTED PER SAN DIEGO L) COUNTY FOR ESR2599 7❑. SHOWER ENCLOSURES:SHOWER WALLS MUST BE FINISHED TO A •� j HEIGHT OF 6'-0"WITH A SMOOTH,HARD,NONABSORBENT SURFACE. m o ATTIC ACCESS:ATTIC AREAS SHALL BE ACCESSIBLE BY AN OPENING NOT LESS THAN 22"x30".WHEN A FURNACE IS LOCATED IN AN ATTIC AREA,THE OPENING SHALL NOT BE LESS TAN 30"x30". 2 9❑. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN m APPROVED BACK FLOW PREVENTION DEVICE. ci LINE F LEVEL 2 BELOW QO PROVIDE EXHAUST FAN CAPABLE OF 5 AIR CHANGES PER HOUR MINIMUM IN AN INTERIOR BATHROOM,VANITY,OR LAUNDRY ROOM. 01 SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR CV EMERGENCY ESCAPE AND RESCUE: N A. 5.7 SQ.FT.MINIMUM NET CLEAR OPENABLE AREA B. 24"MINIMUM NET CLEAR OPENABLE HEIGHT C. 20"MINIMUM NET CLEAR OPENABLE WIDTH CV <V D. FINISHED SILL HEIGHT 44"ABOVE FLOOR MAXIMUM N N 02 GARAGE SLAB UNDER WASHER AND LAUNDRY ROOM,SLOPE TO EXTERIOR DOOR. Z C 03 PROVIDE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES O C IN SHOWERS AND TUB/SHOWER COMBINATIONS. U) 30 ® WATER CLOSETS SHALL PROVIDE NO MORE THAN 1.28 GALLONS PER W FLUSH. 0 LINE OF CANTALE VER 19 O5 ALL VENTS(FLUES)SHALL BE INSTALLED AND SUPPORTED PER Z ROOF ABOVE MANUFACTURER'S SPECIFICATIONS. _ ------- PROVIDE MIN.30"CLEAR UNOBSTRUCTED WORKING SPACE IN FRONT F } OF FAU. W LINE OF C NTAL IVER 07 ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER Z ROOF ABO JE RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING F_ O 1 J J AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO of M 2 U 6"_0"" 2030 ASE @ 18'-3" 2030 ASE @ 18'-3" 203 RASE @ 18'-" 203 CASE @ 8' 203o ASE @ e• MAKE THEM WATERPROOF. O �O 1 - ® 0)FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE -0)od J Q FD DAMPER FIXED IN THE OPEN POSITION WITH APPROVED FIREPLACE W Y LU U DOOR SYSTEM INSTALLED. 2 CM 09 OPENABLE WINDOW AREA MUST BE 1/20 OF THE FLOOR AREA, Z P LU(' (D - 2668 gq 5 0 1 MINIMUM 1-1/2 SQ.FT.IN BATHROOMS,LAUNDRY ROOMS,AND <(A X � 1 OS 1T-10"x 6'-0" _ SIMILAR ROOMS. = Z 0 F O 1 2�. PROVIDE FIRESTOPS,VERTICAL AND HORIZONTAL,IN ENCLOSED Z Y Z b W BALCONY O 1 9'CEIL 05 1 SPACES AT 10'-0"INTERVALS MAXIMUM. p 11CLOS. zssa 1 c� Z 21. DOORS MAY NOT SWING INTO GARAGE WHEN THERE IS MORE THAN O W Z CV k'-0"x 12',V 1"DROP FROM THE HOUSE. _ W� D LJ {a'CEIL D 2®. UNDER NO CIRCUMSTANCES ARE GARAGES PERMITTED TO OPEN Z W YQ W O < - Vol INTO A ROOM USED FOR SLEEPING PURPOSES. Q LLI J w U U. ALL GLAZING TO BE INSTALLED WITH"U"VALUE INFORMATION v (M ATTACHED CERTIFIED BY THE NFRC AND SHOWING COMPLIANCE Z BONUS ROOM 1 WITH THE ENERGY CALCULATIONS.ALL NEW GLAZING SHALL HAVE m 22'-8"x 23'-0" MIN.42"RAIL WALL 1L iv - CERTIFYING LABEL SHOWING THE"U"VALUE. N 0 pg 9'CEIL. _ Go CD 2�. PROVIDE FAUCETS WITH A MAXIMUM FLOW RATE OF 2.2 GALLONS 0 � ? PER MINUTE(GPM). zasa MSTR SUITE 2 1 N 2®. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW RATE OF 2.5 > ❑10 16-10"x 16-6" 1 0 _ GALLONS PER MINUTE(GPM). 9'CEIL - I N BALCONY CV 2®. PROVIDE ULTRA LOW FLUSH TOILETS. w I 11 2 . SHOWER COMPARTMENTS AND BATH TUBS WITH INSTALLED SHOWER 1 S HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT F ul EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. O Q> CV 2®. ALL RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED IN CV U m _ 1 _ ACCORDANCE WITH NFPA 13-D STANDARDS. O Q - 1 O 2®. A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND w o 4'-0" 15'-8" T-2"a v 17 SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR,OR A Ofzi Z z 1 00 PLUMBING SUBCONTRACTOR,OR THE BUILDING OWNER CERTIFYING _9 1 THE FLOW RATE OF THE FIXTURES INSTALLED.A COPY OF THE Z 1 CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENTAL Q SERVICES DEPARTMENT. 3�. JOINTS AND OPENINGS,ANNULAR SPACES AROUND PIPES, J ON ELECTRICAL CABLES,CONDUITS,OR OTHER OPENINGS IN PLATES AT 0 a- 0 2868 1 EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF Q ,y O 10 LEV.=1435 1 RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, ,max LL 1 CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE W O 1 ENFORCING AGENCY. LLI O BALCONY _______ ____ 31. A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT ti MSTR SUITE 1 THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. U O J O co 18'-4"x 16'-6" _ LINE OF CAN ALEIVER 3®. BEFORE FINAL INSPECTION,A COMPLETE OPERATION AND 0 9'CEIL ROOF ABOV MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING N OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN LLI � OO J 0 07 o BA.4 2668 @ - AFFIDAVIT THAT CONFIRMS THE DELIVERY OF SUCH. Q W Q W E 0 ❑ 0 - OS CLOS w O 3[]. GARAGE SLABS/FLOORS OF NONCOMBUSTIBLE MATERIAL WITH _ W C) \ �p 9'-0"x 12'-6" g�_g"x 1 �_g^ 0 - E MINIMUM 1%SLOPE DIRECTED TO DRAINS OR MAIN VEHICLE ENTRY �' / 9'CEIL r^ 9'CEIL 30 DOORWAY. co I— W LLI ix UPFLOW FAU ON MIN.18"PLATFORM"TYPE'X'SHEETROCK ALL W 0 J 2668 STAIR WELL HAND GRIP PER XX/SD.3 Z DEX-O-TEX CLASS'A'DECK FINISH WEATHER WEAR ICC REPORT# J Z ESR 1757 O Z J LLI - 00 ❑ ❑ 0 < � Uj-i 1 2046 CASE @ 8' 2046(ASE @ 8'1 2036 ASE @ 8' 4016 @ 8' B I 1 L---- - - ------ --- LINE OF CANTALEIVER R OF ABOVE 3'-6" 13' " 2'-6" '-0"2'-4" 2'-5" 2'_9" 19'-2" 4'-4" 5'-2" 9'-4" REVISIONS DESCRIPTION DATE PRELIM 1-20-2022 38"_0" 8"_0" REV 4-8-2022 REV 7-5-2022 46'-0" A B UPPER LEVEL & CLEARSTORY 1/4"=1'-0" JVillaCompany.com TABULATION: FIRST FLOOR LIVING AREA 446 S.F. SECOND FLOOR LIVING AREA 1,590 S.F. OTOTATHIRD FLOOR LIVING AREA 1,706 S.F. Al L CONDITIONED AREA 3,742 S.F. 3 OUTDOOR CVRD AREAS 569 S.F. GARAGE AREA 556 S.F. GROSS BUILDING AREA 4,867 S.F. 7-5-2022 KEYNOTES: g CITY OF LAKE ELSINORE 1e ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. V PLANNING DIVISION 2. PROVIDE 518"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF E SHEATHING AT GARAGE/DWELLING SEPARATION WALLS.ALL E PERMIT#:ZCPC 2022-23 ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE DATE:07/28/2022 EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND �g CEILINGS. o Q USE 1 e"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH C APPROVED SELF-CLOSING HARDWARE AT OPENING BETWEEN GARAGE AND E DWELLING. PROVIDE P&T VALVE,ROUT DISCHARGE LINE TO EXTERIOR& PROVIDE SEISMIC STRAPS. 0 WHEN DOORS SWING TO THE EXTERIOR THE FLOOR LANDING SHALL Q NOT BE MORE THAN 1/2"INCH(12.7 mm)LOWER THAN THE O f 1 THRESHOLD OF THE DOORWAY.WHERE SUCH ACCESS IS NOT REQUIRED,THE THRESHOLD SHALL NOT EXCEED 1 INCH(25 mm). LANDINGS SHALL BE LEVEL EXCEPT THAT EXTERIOR LANDINGS MAY W HAVE A SLOPE NOT TO EXCEED 1/4"UNIT VERTICAL IN 12"UNITS 0 co HORIZONTAL(2%SLOPE). PROVIDE PERMANENTLY WIRED SMOKE DETECTORS WITH BATTERY LL BACKUP AS SHOWN.SEE SHEET E2. METAL FIREBOX FIREPLACES TO BE CONSTRUCTED PER SAN DIEGO - COUNTY FOR ESR2599 5 - 7❑. SHOWER ENCLOSURES:SHOWER WALLS MUST BE FINISHED TO A m c HEIGHT OF 6'-O"WITH A SMOOTH,HARD,NONABSORBENT SURFACE. ATTIC ACCESS:ATTIC AREAS SHALL BE ACCESSIBLE BY AN OPENING NOT LESS THAN 22"00".WHEN A FURNACE IS LOCATED IN AN ATTIC AREA,THE OPENING SHALL NOT BE LESS TAN 30"x30". U 50'-4" 9� HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN APPROVED BACK FLOW PREVENTION DEVICE. y 10. PROVIDE EXHAUST FAN CAPABLE OF 5 AIR CHANGES PER HOUR N MINIMUM IN AN INTERIOR BATHROOM,VANITY,OR LAUNDRY ROOM. 11. SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR 28'-0" 22'-4" EMERGENCY ESCAPE AND RESCUE: A. 5.7 SQ.FT.MINIMUM NET CLEAR OPENABLE AREA B.24"MINIMUM NET CLEAR OPENABLE HEIGHT C. 20"MINIMUM NET CLEAR OPENABLE WIDTH 12'-4" 6'-0" 4'-0" D. FINISHED SILL HEIGHT 44"ABOVE FLOOR MAXIMUM Z 12. GARAGE SLAB UNDER WASHER AND LAUNDRY ROOM,SLOPE TO 0 EXTERIOR FLOOR DRAIN RUN LINE TO DAYLIGHT. Of 4'-0" 9'-10" 5'-0" 6'-3" 6'-1" 2'-8" 3'-4" 13. PROVIDE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES W IN SHOWERS AND TUB/SHOWER COMBINATIONS. 0 14. WATER CLOSETS SHALL PROVIDE NO MORE THAN 1.28 GALLONS PER Z 4016 1 @e' FLUSH. _ O 6046 XXOOX @ 8' © A VENTS(FLUES)SHALL BE INSTALLED AND SUPPORTED PER } H MANUFACTURER'S SPECIFICATIONS. W ('7 @ 16. PROVIDE MIN.30"CLEAR UNOBSTRUCTED WORKING SPACE IN FRONT Z O O OF FAU. F- O U MM - 17. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER O Lo O J RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING U C'4(„) (; H QUEEN ['E��T a AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO W W Q�_ 26 o ASE @ 8' 604s XOX @ 8'� "x 10" © O MAKE THEM WATERPROOF. Y WU QBED2 CEIL 18. FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE W of 2 DAMPER FIXED IN THE OPEN POSITION WITH APPROVED FIREPLACE Z P W V' W DW 11'-0" 13'-6" a DOOR SYSTEM INSTALLED. w U 9'CEI �a 19. OPENABLE WINDOW AREA MUST BE 1/20 OF THE FLOOR AREA, _Z Z 1- OJ OO IIIJJJ""" MINIMUM 1-1/2 SQ.FT.IN BATHROOMS,LAUNDRY ROOMS,AND }Y 0} Goe OD SIMILAR ROOMS. Z Z J af W +0+ - p� 20. PROVIDE FIRESTOPS,VERTICAL AND HORIZONTAL,IN ENCLOSED � W�Z G on6 0 KITCHEN G SPACES AT 10'-0"INTERVALS MAXIMUM. F_ IY e 12'-0"x T-6" CL S. 30 21. DOORS MAY NOT SWING INTO GARAGE WHEN THERE IS MORE THAN Z W Q W O 9'CEIL US 5'-&' c 4'-4" 1"DROP FROM THE HOUSE. Q W J U ref 10 2668 - 22. UNDER NO CIRCUMSTANCES ARE GARAGES PERMITTED TO OPEN DININ 2868 INTO A ROOM USED FOR SLEEPING PURPOSES. 16'-0"x 1 '-0" 00 23. ALL GLAZING TO BE INSTALLED WITH"U"VALUE INFORMATION 9'CEIL Ilr. D WALL MOUNTED ATTACHED CERTIFIED BY THE NFRC AND SHOWING COMPLIANCE GAS FIRED WITH THE ENERGY CALCULATIONS.ALL NEW GLAZING SHALL HAVE 0 O6 8 HEATERTANKLE H2O CERTIFYING LABEL SHOWING THE"U"VALUE. 2668 HEATER-RINNAI RL75e 75 GPM 03 24. PROVIDE FAUCETS WITH A MAXIMUM FLOW RATE OF 2.2 GALLONS aoao PER MINUTE(GPM). 30080 -----J 25. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW RATE OF 2.5 OS 2668 BATH 1 12 O GALLONS PER MINUTE(GPM). M 26. PROVIDE ULTRA LOW FLUSH TOILETS. CD 11'-0"x 15'-6" 27. SHOWER COMPARTMENTS AND BATH TUBS WITH INSTALLED SHOWER -I 9'CEIL HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT I N In EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 1 28. ALL RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED IN O ACCORDANCE WITH NFPA 13-D STANDARDS. BALCONY F.F.=1415.00 - 1 29. A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND w 2868 D 10 CLOS. SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR,OR A H NL H PLUMBING SUBCONTRACTOR,OR THE BUILDING OWNER CERTIFYING O OTHE FLOW RATE OF THE FIXTURES INSTALLED.A COPY OF THE 08 6068 MIRRORED Q BI-PASS 13 GARAGE - - 30 CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENTAL a> O SERVICES DEPARTMENT. 1 21'-6" JOINTS AND OPENINGS,ANNULAR SPACES AROUND PIPES, 1 9'CEIL e OA N ELECTRICAL CABLES,CONDUITS,OR OTHER OPENINGS IN PLATES AT „X N QUEEN 1 1 EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF W z RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, LLI LIVING F.F.-141 - CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE Q N 16'-0"x 20'-0" BED 1 - ENFORCING AGENCY. U OM J <V 11'0"x 13'-0" �1 O 31. A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT Ln THE SITE IS 9' EIL ! 32. TO RECYCLE OR SALVAGE. BEFORE FINAL NSPECTION,A COMPLETE OPERATION AND LLB MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING Q Lu Q ly OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN W U O GAS FIREPLACE ❑ AFFIDAVIT THAT CONFIRMS THE DELIVERY OF SUCH. f^ O �TV ABOVE 33. GARAGE SLABS/FLOORS OF NONCOMBUSTIBLE MATERIAL WITH V J ' ,n 03 MINIMUM 1%SLOPE DIRECTED TO DRAINS OR MAIN VEHICLE ENTRY LLI J 3080 NTRY 6046 OX @ 8' 18080 GARAGE ROLL-UP 01 DOORWAY. 0/ Z 0 LL GRADE=1411.00 2oas cOE @ s' 0 34. UPFLOW FAU ON MIN.18"PLATFORM,5"TYPE'X'SHEETROCK ALL L.L Y Z " COVE ZED WALK Oz _ F.S. 1414.80 U Q W Q LL O Y RAIL W J -01" 9"-01" 3'-3" "-2" 5'-9" 5'-9" F 16'-6" 11'-6" 11'-4" 11'-0" 28'-0" 22'-4" REVISIONS DESCRIPTION DATE 50�„ PRELIMINARY 1-20-2022 A D U FLOOR PLAN REV 3-21-2022 1/4"=1'-0" TABULATION: A.D0.U.LIVING AREA 1200 S.F. ATTACHED GARAGE AREA 520 S.F. GROSS A.D.U.AREA 1,720 S.F. "Fe JVillaCom an .Dom Al 0 ROOF NOTES: CITY OF LAKE ELSINORE RADIANT BARRIER REQUIRED U PLANNING DIVISION ROOFING MATERIAL SHALL HAVE CLASS A FIRE RATING C: PERMIT#:ZCPC 2022-23 EVERGUARD THERMOPLASTIC SINGLE-PLY ROOF MEMBRANE- ICC-ES ESR-4676 ` DATE:07/28/2022 a o KPH VENTILATION OPENINGS MUST COMPLY WITH THE FOLLOWING: c APPROVED -INDIVIDUAL VENTILATION OPENINGS SHALL NOT EXCEED 144 SQUARE INCHES E Q Q M m m -ALL VENTILATION OPENINGS SHALL BE COVERED WITH NON-COMBUSTIBLE " E 0_ M CORROSION-RESISTANT MESH.MESH OPENINGS SHALL BE 1/8 INCH. ^ LINE OF GARAGE LEVEL 1 O r -VENTILATION OPENINGS ON STRUCTURES LOCATED IMMEDIATELY ADJACENT TO U BRUSH ^ MANAGEMENT ZONE 1 SHALL NOT BE DIRECTED TOWARD HAZARDOUS AREAS OF .� TOP OF PA PET=12'-6"@ F.F. TOP OF P RAPET=15'-0" NATIVE @ GARAGEF.F. OR NATURALIZED VEGETATION. 0 (a SLOPE 1/27FT. ALL BUILDINGS AND STRUCTURES HAVING ANY CHIMNEY,FLUE,OR I I \ TRUSS TOP STOVE PIPE ATTACHED TO ANY FIREPLACE,STOVE,BARBECUE,OR _ I \ OTHER SOLID OR LIQUID FUEL BURNING EQUIPMENT AND DEVICES, INE F KITCHEN LEVEL 2 — j SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. I I I \ ❑ L III \ 1 -ATTIC VENTILATION OPENINGS SHALL NOT BE LOCATED IN SOFFITS,IN EAVE OVERHANGS,BETWEEN RAFTERS AT EAVES,OR IN OTHER OVERHANG AREAS. o Q SLOPE /2"/FT. to GLAZING MATERIALS USED IN SKYLIGHTS, M TOP OF PA PET=13'-0"@ F.F. II ROOFS AND SLOPED WALLS SHALL BE TRUSS JOP CHORD a LL TEMPERED GLASS OR MULTILAYERED GLASS I > v ' ❑ gLL w ALL ROOFING CONSTRUCTION a a c7 TO BE"CLASS A"ASSEMBLY C o< C SLOPE 1/2"/FT. °� 3° NOTES: TRUSS Z ❑2 O SOLAR PV REMOTE MONITORING CAPABILITY REQUIREMENTS.THE PV SYSTEM cl) I T I I I SHALL HAVE A WEB BASED PORTAL AND A MOBILE DEVICE APPLICATION THAT AT LU A MINIMUM PROVIDE THE DWELLING OCCUPANTS ACCESS TO THE FOLLOWING 0 yiA 0 I I I 11 INFORMATION:a)THE NOMINAL kW RATING OF THE PV SYSTEM.b)NUMBER OF W I I 1 PV MODULES AND NOMINAL WATT RATING OF EACH MODULE.c)HOURLY,OR = I I 1 15-MINUTE INTERVAL,DAILY,MONTHLY,AND ANNUAL kWh PRODUCTION IN } NUMERIC AND GRAPHIC FORMATS.d)RUNNING TOTAL OF DAILY kWh LU PRODUCTION.e)DAILY kW PEAK POWER PRODUCTION.0 CURRENT kW Z p TOP OF PARAPET=22'@ F.F. w TOP OF PARAPET=13'-6"@ F.F.(23'-6") PRODUCT I ON OF THE ENTIRE PV SYSTEM. O �,.� U O Ln 0 10 10 EXPOSED VALLEY FLASHINGS SHALL BE CONSTRUCTED WITH NOT LESS THAN -6 F p J� a 0.019"(NO.26 GALVANIZED SHEET GAGE)CORROSION-RESISTANT METAL Y W U Q O INSTALLED OVER A MINIMUM 36"WIDE UNDERLAYMENT CONSISTING OF ONE W Q� LAYER OF NO.72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. Z H Ix C7 W w w U D (D _ _ �D AND ROOF GUTTER SHALL BE PROVIDED WITH MEANS TO PREVENT =Z Z V 0 0 ,A302 ACCUMULATION OF LEAVES AND DEBRIS. }Y y } Z � LL d ALL VENTS(ROOF,FOUNDATION,COMBUSTION-AIR,ETC.)SHALL RESIST THE U Q w Z CSJ SLOPE 1/2"/FT. SLOPE 1/2"/FT. d INTRUSION OF FLAMES AND EMBERS. F LL Y U)w q TRUSS TOP CHORD TRUSS TOP CHORD THE EXTERIOR WALL FINISH WILL COMPLY WITH NONCOMBUSTIBLE MATERIAL, Q LU J O I' c AND WILL BE STUCCO AND CEMENT PLASTER USED AS AN EXTERIOR WALL w I II COVERING AND WILL BE A MINIMUM OF THICK. Q W R C LL d pl O ❑2 inl a LLO � a 2- o 1❑ OP OF PARAPET=13'-6"@ F.F.(23'-6") IT ,I DETAILS LL ❑2 - vLL A ABTTA ^ Z co all O 0 y E F DRAINLANGEFGUARD O Q LL MECHANICALY OR WOOD Tg - TER@ LL THAN STANDARD `M PUN AL Q AVOID CLOGGING OF STRAINER J^L.L LANGE M IL V STRAINER RING Lli W I \ O E w SLOPE 1/2/FT. 0 SLOPE 1/2/FT. E TPO FLANGESEALTOINSERT U O LL u A302 OVERFLOW ORAI BEYOND. INSERT FLANGE z O II MUSTHAVEINLE 2-ABOVE DRILL-TEC FASTENER Ln TRUSS TOP CHORD TRUSS TOP CHOR;7 w -... ROOFDRAININL AND MIN.4 PER DRAIN CV F, SEPARATEDRAIN PIPE w � SEE L.L OIL Q 21 0. 00F PLAN F T rvEAT WE D LAP DRAIN F ArvGE w U w O LL LLl V J 0. N w (n IY D � z0 O TpouARD J _ MEMBRANE o Z RIGID SHAPED INSUI-ATION <U LLI z 1❑l TOPOF RAPET=13'-6"@F.F.(23'-6") w000DEClusuesrRATE NAILER,-MIN O LLYQ o Li EXPANDINGTAPEEPAL ROOF DRAIN&OVERFLOW 1.DRAIN PIPE SHALL BE CLEANED SO THAT EXPANDING TAPE SEAL CAN SEAT COMPLETELY AGAINST DRAIN PE AFTER RELEASE PAPERBEEN REM-ED. (REFER TEVFRCCCETAUILm4FAR NB A 115 EDGE SEALANT TO ALL CUT REINFORCED TPO EDGED REFER TO ROOF PLAN FOR ROOF DRAIN&OVERFLOW CONFIGURATION" ROOF DRAIN&OVERFLOW-TPO -j REVISIONS DESCRIPTION DATE PRELIM 4-II-2022 MAIN HOUSE ROOF PLAN 1/4"=1'-0" RADIANT BARRIER REQUIRED ROOFING MATERIAL SHALL HAVE CLASS A FIRE RATING EVERGUARD THERMOPLASTIC SINGLE-PLY ROOF MEMBRANE- ICC-ES ESR-4676 DEDICATED SOLAR ZONE AREA (MIN.250 S.F.CUMULATIVE AREA) FoFol TESTED ROOF DRAIN&OVERFLOW-SEE DETAIL 1/A105 0 1/4"/FT.SLOPE c) MIN.1/2"/FT.CRICKET-SLOPE TO DRAIN JVillaCompany.com Al 0 ROOF NOTES: CITY OF LAKE ELSINORE U RADIANT BARRIER REQUIRED PLANNING DIVISION ROOFING MATERIAL SHALL HAVE CLASS A FIRE RATING PERMIT#:ZCPC 2022-23 EVERGUARD THERMOPLASTIC SINGLE-PLY ROOF MEMBRANE- DATE:07/28/2022 LL M ICC-ES ESR-4676 E o �g VENTILATION OPENINGS MUST COMPLY WITH THE FOLLOWING: APPROVED -INDIVIDUAL VENTILATION OPENINGS SHALL NOT EXCEED 144 SQUARE INCHES Q CORROSION-RESISTANT MESH.MESH OPENINGS SHALL BE 1/8 INCH. E ALL VENTILATION OPENINGS SHALL BE COVERED WITH NON-COMBUSTIBLE ELa -VENTILATION OPENINGS ON STRUCTURES LOCATED IMMEDIATELY ADJACENT TO C U BRUSH �x MANAGEMENT ZONE 1 SHALL NOT BE DIRECTED TOWARD HAZARDOUS AREAS OF W NATIVE OR NATURALIZED VEGETATION. 0 co ALL BUILDINGS AND STRUCTURES HAVING ANY CHIMNEY,FLUE,OR C T LL STOVE PIPE ATTACHED TO ANY FIREPLACE,STOVE,BARBECUE,OR -O w OTHER SOLID OR LIQUID FUEL BURNING EQUIPMENT AND DEVICES, '� > (3 SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. m o m° -ATTIC VENTILATION OPENINGS SHALL NOT BE LOCATED IN SOFFITS,IN EAVE n OVERHANGS,BETWEEN RAFTERS AT EAVES,OR IN OTHER OVERHANG AREAS. LLGLAZING MATERIALS USED IN SKYLIGHTS, ROOFS AND SLOPED WALLS SHALL BE Qa TEMPERED GLASS OR MULTILAYERED GLASS rn LL n N O of ALL ROOFING CONSTRUCTION (L r TOP OF PARAPET=13'-6"@ Ili Or co1 TO BE"CLASS A"ASSEMBLY 10 LL NOTES: o ILL: W af ILL SLOPE 1/2"/FT. SOLAR PV REMOTE MONITORING CAPABILITY REQUIREMENTS.THE PV SYSTEM p TOP OF PARAPET=13'-6"@ F.F. I in SHALL HAVE A WEB BASED PORTAL AND A MOBILE DEVICE APPLICATION THAT AT Z TRUSS TOP CHORD I II A MINIMUM PROVIDE THE DWELLING OCCUPANTS ACCESS TO THE FOLLOWING w IF INFORMATION:a)THE NOMINAL kW RATING OF THE PV SYSTEM.b)NUMBER OF = ff a 0 PV MODULES AND NOMINAL WATT RATING OF EACH MODULE.c)HOURLY,OR ILL G jf G 15-MINUTE INTERVAL,DAILY,MONTHLY,AND ANNUAL kWh PRODUCTION IN Z Qa NUMERIC AND GRAPHIC FORMATS.d)RUNNING TOTAL OF DAILY kWh r O LL j 30 PRODUCTION.e)DAILY kW PEAK POWER PRODUCTION.f)CURRENT kW Q O w O PRODUCTION OF THE ENTIRE PV SYSTEM. O N O— SLOPE 1/2"/FT. a o y �F rn J Q rm TRUSS 2❑o EXPOSED VALLEY FLASHINGS SHALL BE CONSTRUCTED WITH NOT LESS THAN W Lu O<0 0.019"(NO.26 GALVANIZED SHEET GAGE)CORROSION-RESISTANT METAL Z P w(0 I TOP OF PARAPET=15'-0"@ F.F. INSTALLED OVER A MINIMUM 36"WIDE UNDERLAYMENT CONSISTING OF ONE W O Ud> '..A�0�', 18"STEP LAYER OF NO.72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. }Z Z r O AND ROOF GUTTER SHALL BE PROVIDED WITH MEANS TO PREVENT Z Z J W ACCUMULATION OF LEAVES AND DEBRIS. O g W F Z T_ w U) ALL VENTS(ROOF,FOUNDATION,COMBUSTION-AIR,ETC.)SHALL RESIST THE Z LL Q w O INTRUSION OF FLAMES AND EMBERS. Q w_3 W U SLOPE 1/4"/FT. THE EXTERIOR WALL FINISH WILL COMPLY WITH NONCOMBUSTIBLE MATERIAL, AND WILL BE STUCCO AND CEMENT PLASTER USED AS AN EXTERIOR WALL 1❑ COVERING AND WILL BE A MINIMUM OF g"THICK. L� z H SLOPE 1/2"/FT. a H U) 6 2 - 'TRUSS T� --off 30 O i2 io n II II n wa 0 SLOPE 1/2"/FT. a a c�7 LL LL LL N TRUSS TOP CHORD N LL 2 W v of a r (L w a r 0 °m °m a.o °m Z J TOP OF PARAPET=13'-6"@ F.F. TOP OF PARAPET=15'-0"@ F.F.— 2 � J 006 m O_ W C) C) ZQ Z Lo NLLJ 0') J a_ C) w U LL Cn � w O LIJ � Of O � ? F ° Oz _ u.l O � Y � A. D.U . ROOF PLAN ~ w Q 1/4"=1'-0" RADIANT BARRIER REQUIRED ROOFING MATERIAL SHALL HAVE CLASS A FIRE RATING EVERGUARD THERMOPLASTIC SINGLE-PLY ROOF MEMBRANE- ICC-ES ESR-4676 F070-1 TESTED ROOF DRAIN&OVERFLOW-SEE DETAIL 01/A105 ❑1/4"/FT.SLOPE ❑2 MIN.1/2"/FT.CRICKET-SLOPE TO DRAIN REVISIONS DESCRIPTION DATE JVillaCompany.com Al 0 DOOR SCHEDULE WINDOW NOTES: �o CITY OF LAKE ELSINORE U .SIZE 1) ALL GLAZING TO BE INSTALLED WITH CERTIFIED'U'VALUE INFORMATION ATTACHED C E PLANNING DIVISION SYMBOL THICKNESS TYPE RECESS REMARKS 2) USE 1 3/8"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH SELF- CLOSING HARDWARE AT OPENING BETWEEN GARAGE AND DWELLING. PERMIT DATE: #:Z 2022 WIDTH HEIGHT 3) BASEMENTS AND SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR E EMERGENCY ESCAPE AND RESCUE: C: @ K,g 01 18'-0" 8'-0" GARAGE ROLL-UP A) 5.7 SQ.FT.MINIMUM NET CLEAR OPENABLE AREA, - B) 24"MINIMUM NET CLEAR OPENABLE HEIGHT, Q APPROVED 02 8'-0" 8'-0" EXTERIOR XO SLIDING GLASS DOOR C) 20'MINIMUM NET CLEAR OPENABLE WIDTH, D) FINISHED SILL HEIGHT 44"ABOVE FLOOR MAXIMUM. CU 4) ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER d E 03 T-0" 8'-0" EXTERIOR SOILD CORE DOOR TO PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS 06 Q `O SHALL BE FLASHED IN A MANNER TO MAKE THEM WATERPROOF. o 04 3'-0" 8'-0" INTERIOR 6 PANEL PAINT GRADE SOLID CORE DOOR 5) OPENABLE WINDOW AREA MUST BE 1/20 OF THE FLOOR AREA,MINIMUM 1-1/2 SO.FT.IN BATHROOMS,LAUNDRY ROOMS,AND SIMILAR ROOMS. OS 2'-6" 6'-8" INTERIOR 6 PANEL PAINT GRADE SOLID CORE DOOR O� o 6) DOORS MAY NOT SWING INTO GARAGE WHEN THERE IS MORE THAN 1"DROP FROM � THE HOUSE. rn 06 3'-0" 6'-8" INTERIOR 6 PANEL PAINT GRADE SOLID CORE DOOR 7) UNDER NO CIRCUMSTANCES ARE GARAGES PERMITTED TO OPEN INTO A ROOM USED FOR d SLEEPING PURPOSES. i� v 07 12'-0" 9'-0" EXTERIOR OXXO SLIDING GLASS DOOR 8) SAFETY GLAZING(TEMPERED)IS REQUIRED FOR: \\ EMERGENCY ESCAPE AND RESCUE: "a / 08 16'-0" 8'-0" EXTERIOR OXXO SLIDING GLASS DOOR A) WINDOWS ADJACENT TO HOT TUBS,SWIMMING POOLS,WHIRLPOOL,SAUNAS,STEAM ROOMS, '� > BATHTUBS OR SHOWERS AND WITHIN 60"OF FLOOR. - 09 O 2'-4" 6'-8" INTERIOR 6 PANEL PAINT GRADE SOLID CORE DOOR B) WINDOWS WITHIN A 24"ARC OF EITHER VERTICAL EDGE OF DOORS IN THE CLOSED POSITION. m C) WINDOWS WITHIN 18"OF A WALKING SURFACE,WHERE THE INDIVIDUAL PANE IS GREATER THAN 36"ABOVE THE FLOOR. 10 2'-8" 6'-8" INTERIOR 6 PANEL PAINT GRADE SOLID CORE DOOR D) WINDOWS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5'OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE IS LESS THAN 60"ABOVE A WALKING SURFACE. 2 o 11 1o'-0 9'-0" EXTERIOR OXXO SLIDING GLASS DOOR 9) WINDOWS SHALL BE TEMPERED GLASS,OR MULTI-LAYERED GLASS PANELS OR GLASS BLOCK, 2 " OR WINDOW SYSTEMS HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES. v 12 3'-0" 8'-0" PAINT GRADE 20 MIN.FIRE DOOR WITH SELF CLOSER GLAZING FRAMES MADE OF VINYL SHALL HAVE WELDED CORNERS,AND METAL REINFORCEMENT n IN THE INTERLOCK AREA. 13 6'-0" 6'-8" MIRRORED BI-PASS 14 3'-0" 9'-0" EXTERIOR SOILD CORE DOOR Z 15 2'-0" 6'-8" SINGLE LITE PANTRY DOOR O EXTERIOR WINDOWS,EXTERIOR GLAZED DOORS,GLAZED OPENINGS WITHIN EXTERIOR DOORS, W 16 GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS,AND EXTERIOR STRUCTURAL GLASS LU VENEER COMPLYING WITH ONE OF THE FOLLOWING(COUNTY BUILDING CODE 92.1.708A.2): Z 17 a. MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS LU OF SECTION 2406 SAFETY GLAZING,AND WHERE ANY GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS,METAL REINFORCEMENT IN INTERLOCK AREA,AND W WINDOW SCHEDULE IX BE CERTIFIED TO AAMA WDMA CSA 101/I S.2/A440. EXTERIOR DOORS COMPLYING WITH ONE OF THE FOLLOWING(COUNTY BUILDING CODE 92.1.708A.3): C)2 O a. EXTERIOR SURFACE OR CLADDING OF NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL O O-i b. SOLID CORE WOOD MINIMUM 1-3/8 INCHES THICK COMPLYING WITH THE FOLLOWING: U rn U Q WINDOW SIZE ROUGH OPENING 1.STILES AND RAILS MINIMUM I-3/8 INCHES THICK o0 I j Q J VERIFY w/MFGR 2.RAISED PANELS MINIMUMS 1-1/4 INCHES THICK. W W U Q(.D SYMBOL MODEL/TYPE HEADER HEIGHT RECESS TEMP. I.D.# �Ud WIDTH HEIGHT WIDTH HEIGHT ABOVE F. F. TEMPERED EXTERIOR GARAGE DOORS SHALL RESIST THE INTRUSION OF EMBERS INTO THE GARAGE BY LIMITING U)W @� THE SIZE OF ANY GAPS AT THE BOTTOM,SIDES AND TOP OF THE DOOR TO S INCH OR LESS USING Z O H O 5'-0" 4'-0" XO SLIDING GLASS WINDOW 8'-0" ONE OF THE FOLLOWING METHODS:(CRC R337.8.4,CBC 708A.4) } J K 0} a. WETHER-STRIPPING PRODUCTS WITH TENSILE STRENGTH AND FLAMMABILITY RATING PER CBC Z Z-1I= W B 4'-0" 1".. XO SLIDING GLASS WINDOW 81_0.. 708A'4' O Q W Z b. DOOR OVERLAPS ONTO JAMBS AND HEADERS 2 W W U © 1'-6" 1'-0" FIXED WINDOW 8.-0„ c. GARAGE DOOR JAMBS AND HEADERS COVERED WITH METAL FLASHINGS. Z LL Q W O QLLIJD'0 O 2'-0" 2'1" CASEMENT WINDOW 8'-0" O 2'-0" 4'-6" CASEMENTWINDOW 8'-0" GREEN BUILDING STANDARDS: O 16'-0" T-O" XOOX SLIDING GLASS WINDOW 9'-0" CITY INSPECTOR/ENGINEER REQUIRED BMP MEASURESMUST BE IMPLEMENTED PRIOR TO INITIAL © 16'-0" 9'-0" (4)PANEL FIXED WINDOW 19'-0" INSPECTION BY BUILDING OFFICIAL 6-0" 4'1" XOX SLIDING GLASS WINDOW 8'-0" MIN.50%OF ALL CONSTRUCTION WASTE MUST BE RECYCLED JO 2'-0" 3'-0" CASEMENT WINDOW 18'-3" BUILDER IS TO PROVIDE AN OPERATIONAL MANUAL(CONTAINING IMFORMATION FOR MAINTAINING APPLIANCES,etc.)FOR THE 0 2'-0" 3'1" CASEMENT WINDOW 8'-0" HOME OWNER AT TEH TIME OF FINAL INSPECTION © Z-0" 3'-6" CASEMENT WINDOW 8'-0" GAS FIREPLACES ARE TO BE DIRECT VENT PER PLAN O 2'-6" 4'-0" CASEMENT WINDOW 8'-0" DURING CONSTRUCTION,MECHANICAL DUCTING ENDS SHALL BE SEALED AND MECHANICAL EQUIPMENT COVERD LLI N VOC'S MUST COMPLY WITH LIMITATIONS LISTED IN SECT.4.504.3 J © AND TABLES 4.504.1,2,3,4&5 FOR ADHESIVES,PAINTS COATINGS D CARPET AND COMPOSITIN WOOD PRODUCTS Q in INTERIOR MOISTURE CONTROL AT SLAB ON GRADE FLOOES Q LLI ® SHALL BE PROVIDED BY THE SOLIS ENGINEER PER ,�,xx CGS SECT.5.505.2.1 W fl^, O THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% (Lli Co SHALL BE BEFORE IT I CONTENTS ENCLOSED IN CONSTRUCTION.MOISTURE O DETERMINED BY ONE OF 3 METHODS S LISTED IN 4.506.1 "" 0./ OO Lo BUILDING MATERIAL WITH VISUAL SIGNS OF MOISTURE DAMAGE LZ C7) O I__ O SHOULS NOT BE USED IN CONSTRUCTION O BATHROOM FANS SHALL BE ENERGY STAR RATED,VENTED DIRECTLY f^ TO THE OUTSIDE AND CONTROLLED BY HUMIDISTAT v/ � W ,,, FINISH SCHEDULE � � " ��xx WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS ' Z O W SURFACE MATERIALS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF.THE COVERS N J Z ROOM/AREA CEILING HEIGHT REMARKS SHALL HAVE MIN.R4.21NSULATION Y W O J 0 HEATING AND A/C SHALL BE SIZED ANS SELECTED Z W 0 FLOOR BASE WALLS CEILINGS BY ACCA MANUAL J OF TEH ASHRAE HANDBOOK OR EQUIVALENT of W z GARAGE CONCRETE THE DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE O — Y 9'-0' OF TEH ACCA METHODS LISTED IN CGC SECT.4.507.2 Q BEDROOM 1 HARDWOOD 9'-0" PRIOR TO THE FINAL APPROVAL OF THE BUILDING,THE LICENSED BATHROOM 1 HARDWOOD 91 0„ CONTRACTOR,ARCHITECT OF ENGINEEG IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTIONMUST COMPLETE AND SIGN THE BEDROOM 1 CLOSET HARDWOOD 9,o„ GREEN BUILDING STANDARDS CERTIFICATION FORM AND GIVEN TO THE BUILDING OFFICIAL TO BE FILED WITH THE APPROVED PLANS KITCHEN HARDWOOD 9'-0" WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWER HEADS, THE SUM OF FLOW TO ALL HEADS SHALL NOT EXCEED THE 20% GREAT ROOM HARDWOOD 19'-3" REDUCED LIMIT,OR THE WHOWER SHALL BE DESIGNED SO THAT HALLWAY HARDWOOD 91 0„ ONLY ONE HEAD IS ON AT A TIME. CGC 4.303.2 OFFICE HARDWOOD LANDSCAPE IRRIGATION WATER SHALL HAVE WEATHER BASED 9'-0" CONTROLERS PER CGC 4.304.1 BATHROOM 2 TILE 91-0" BEDROOM 2 HARDWOOD BATHROOM TILE 9'-0" PLUMB. FIXTURE MAX. FLOW RATES. REVISIONS DESCRIPTION DATE BEDROOM 2 CLOSET HARDWOOD 9'-0" FLOW RATES WITH PRELIM 4-12-2022 LANAI DEX-O-TEX 91-01, FIXTURE TYPE 20%REDUCED CONSUMPTION MASTER SUITE 1 HARDWOOD 91-0" SHOWERHEADS 2 GPM @ 80 PSI BATHROOM 4 TILE MASTER SUITE 1 CLOSET HARDWOOD y,o„ LAVATORY FAUCETS 1.5 GPM @ 60 PSI MASTER SUITE 2 HARDWOOD g'�" KITCHEN FAUCETS 1.8 GPM @ 60 PSI BATHROOM 5 TILE 91-0" MASTER SUITE 2 CLOSET HARDWOOD 9,D„ WATER CLOSETS GRAVITY TANK 1.28 GAL/FLUSH ADU LIVING/DINING HARDWOOD 9-0" FLUSHOMETER TANK 1.28 GAL I FLUSH s'-o"ADU KITCHEN HARDWOOD WATER CLOSETS jVillaCompany.com ADU BATH 1 &2 TILE g,D„ FLUSHOMETER VALVE 1.28 GAL/FLUSH WATER CLOSETS ADU BED 1 &2 HARDWOOD g-0" ELECTROMECHANICAL 1.28 GAL I FLUSH ADU GARAGE CONCRETE HYDROLIC W/C 9' 1)ALL BASE TO BE 7"MDF PAINT GRADE. URINALS .5 GAL/FLUSH Al 07 2)ALL DOORS TO BE CASED 3-1/4"MDF PAINT GRADE. 3)ALL WINDOWS TO BE DRYWALL BULLNOSE. 4)USE 2 TONE PAINT BETWEEN PAINT GRADE WOOD WORK&WALLS COLORS PER OWNER/INTERIOR DESIGNER. VERIFY WITH OWNER AND CONTRACTOR EXTERIOR MATERIALS: C CITY OF LAKE ELSINORE . O ALL EXTERIOR WALL MATERIALS TO BE: PLANNING DIVISION SAND FLOAT STUCCO-COLOR BY OWNER b PERMIT#:ZCPC 2022-23 to ALL WINDOW AND DOOR FRAME MATERIALS TO BE: C DATE:07/28/2022 ALUMINIUM WINDOWS AND DOOR FRAMES-COLOR BY OWNER U K.g APPROVED ALL RAILING MATERIALS TO BE: CABEL RAILINGS MIN.42"HIGH. C Q C E aU � 06R --------------- -------— 30'-0"BUILDING HEIGHT LIMIT LINE---- N ---------------- CID U \\\ tb \ \\ U w w w - El F111 0 0 , n �. U 0 6 d m ZI 1= up K44LL LL w I---F, o o W U o - - - - z 9 o _� o °m Lf U w j. U W Q U q p a q Z w N IIIIIIIIIIIIIIII II I I I I I I I I I I I I I FIII I ISIEIDGRADE I I I DE I1I4I2 4.5I0 I I 4 =w - - - - - - NH u _ -- oCI - z}ro 08 I I I I I i 1-41 1T I I I I I I I I I I I I I I I I I I o� Q II I I I II II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I III I I I III I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o =I I I I I I I I I J J LIN Q p a=EXISTI u z� MR I I I I I I I I I I I I I I I I I I I I I G .50 zz =Ev �W,z I I o — auiS�U SOUTH ELEVATION BLAST ELEVATION 3/16"=1'-0" 3/16"=1'-0" 30'-0"BUILDING HEIGHT LIMIT LINE �' --------------- ------- ----—- 30_-0'BUILDINGHEIGHTLIMITLINE_-�� --- _-__ ----- j. Q 06 o - U) W O 1w — -— z ; - - - - 7 Ui 15 - LU N a o U LL mow/ 0 wa � m L1_I k W q 0 == X O O = r, YN m LL O �w LU co W - - - - - - - - - - - - Y W Revision Schedule IIIIIIIIIIIIIIIIIFINISHED GRADE 1425.00 - III a FINISHED GRADE 1416.00 PRELIM 3-21-2022 Description Date III -- - - III= III III III III III III III III III III III III III III REV 4- III III III III III III III III III III= III III III III III I III III III III REV 6-2 REV II II III III III III III III III III III III III III III III III III I III - III _III - III III III I I E AII III III III III III III III III AII= II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIII NORTH ELEVATION WEST ELEVATION 4 3/16"='-0" 3 3/16"=1'-0" jVillaCompany.com A201 C O CITY OF LAKE ELSINORE PLANNING DIVISION PERMIT#:ZCPC 2022-23 to C DATE:07/28/2022 0 APPROVED CC ml - 4 CU U U <„ m f�� u 3D View 1 Z 0 W -------------- z --------------- w w o MoO U NJQ W WU�o ® z g W 7 W �Jz, zz oaw�z �K ---- K---------------- W N z wo au gwo III �1 n 3D View 2 0 L �� W z W O U Q Z W W Q J W ry w�Ld U N O z o W �z X U zW W O LLY ® Revision Schedule - ----- ------ Description Date E J Li JVILLACOMPANY.COM -�-_- �- A202 n 3D View 4 J EXTERIOR MATERIALS: C CITY OF LAKE ELSINORE . O ALL EXTERIOR WALL MATERIALS TO BE: PLANNING DIVISION SAND FLOAT STUCCO-COLOR BY OWNER b PERMIT#:ZCPC 2022-23 to ALL WINDOW AND DOOR FRAME MATERIALS TO BE: C DATE:07/28/2022 ALUMINIUM WINDOWS AND DOOR FRAMES-COLOR BY OWNER U K.g APPROVED ALL RAILING MATERIALS TO BE: CID CABEL RAILINGS MIN.42"HIGH. C Q C E aUlie Cm C6 CU U w � U a > -� - - - - - - - - - - - - - - -_ - to B w Z w x LL a @ a z o 7 J w d U d U A FINISHED GRADE LINE- ADU NORTH ELEVATION �J 1/4"=1'-0" o m w w o x z � o �o.-j I V mQ ZFWC7� N o ❑ oil0 x2ZUJ0 }Y417} 0faL'wI-z r w w rLLY�� v Q w g wx oU z z w � U � C w� ICI If L ADU WEST ELEVATION 2 1l4"= w w ❑ 0 = o z = z s LL °6 O LLI o ' w J Q W FINISHED GRADE LINE N O Il wwU WI FW r '° w z U zw ADU SOUTH ELEVATION O �Y o 3 1/4"=1_0 �- w a Q Revision Schedule Description Date REV 6-20-2022 L w ❑ � w w w N QLL ILD Z ❑ ❑ w w w w N z LL Z LL o 4 LL o O w LLop FINISHED GRADE A203 ADU EAST ELEVATION 4 1/4"=1'-0" C O CITY OF LAKE ELSINORE PLANNING DIVISION PERMIT#:ZCPC 2022-23 to C DATE:07/28/2022 0 �g q APPROVED rn Q C E EC aU --- 06 Q Ca U K U n 3D View 5 0 W 0 Z W Z 2 o V mJa YWUaU' ZFWU'� },-Zoo Yy7} 2mgnz ZLLYWO aw3�V n 3D View 6 L W W w U > ------- z U W w rotw s W w cl� �� a o Uw Q O LLY W a Revision Schedule Description Date vS�x_ �rl 3 3D View 7 A204 CITY OF LAKE ELSINORE P� PLANNING DIVISION PERMIT#:ZCPC 2022-23 DATE:07/28/2022 �g E m APPROVED --___ c Q ------- ______ O RUSSE @ 24" C. TRUSS S @ 24' .C. ------------------- ` co -30 BA S R-30 B TS _—_ C _ v m LU 0 °� a 2 O ~ / Q¢„ MASTER SUITE 1 BONUS ROOM - W W _ :3 ' a o co N a m (7 0 RR so S J cF.F.ELEV. 1435.31? u U CV m LZ ~ N a Q o LANAI GREAT ROOM KITCHEN a O z o co M O 1425.00 M w o z w F.F.ELEV. =1425.30 TRus s @ O.C. R _ -30 TTS W } W ----_ __ R-19 BATT INSULATION a z O CRAWL SPACE J O O W a U N U- BATH 1 BEDROOM 1 O Y W Q Q 2 Z a Q)w O W 1417.00 --- --- EXISTING GRADE LINE R-21 ATT INSU ATION =z Z 1-- 0O J } YtAD} F.F.ELEV.=1a'f5:00"-------_- r141500 z Q LU W W LU _ XW U) PROPOSED GRADE LINE ZLL Y W O Q LLI Ja'U BUILDING SECTION "A" SCALE:1/4"=V-0" ------------------------------------ � --- LLI Z TRUSS 30 BA 24" C. Z N U LEI ui w � � co a 0 wc � U o J ° Z_ a O MASTER SUITE 1 CLOSET. MASTER SUITE 2 BATH 5 J Y U) Q o m O Q W J U W N _ 0 LL M F.F.ELEV. =1435.30 W Q m p R-21 BATT INSULATION co RES STRUCT R-21 BAT INSULATION TONY HRANEK, P.E. THRANEK@YAHOO.COM BEDROOM 2 BATH 3 BATH 2 OFFICE C64428 H 1 25.00 W F.F.ELEV. =1425.30 -' TRI,3SES @ a O.C. a R 3 BATTS Q REVISIONS DESCRIPTION DATE PRELIMINARY 4-12-2022 --- R-19 BATT INSULATION J_ m PLANNING 4-26-2022 W (? PLAN CHECK 6-27-2022 _ _ EXISTING GRADE LINE U ip 1421.00 p 19 - - 419.00 ---------GARAGE '�-- CRAWL SPACE F.F.ELEV. =1415.30 1415.00 DO PROPOSED GRADE LINE BUILDING SECTION "B" SCALE:1/4"=1'-O" A301 CITY OF LAKE ELSINORE P� PLANNING DIVISION U C E PERMIT#:ZCPC 2022-23 DATE:07/28/2022 C) APPROVED -_,- c m ,.- 06 O m � SLOPE 1/2"/FT. ENGINEERED ROOF TRUSSES @ 24"O.C. R-30 BATTS W D_ F- D_ CVRD KITCHEN Z W (o ENTRY O STAIRS O 2 M °' LU Z CO w w co F.F.ELEV.=1425.30 SLOPE 1/2/FT _ m ENGINEERED ROOF TRUSSES @ 24"O.C.IT } R 30 BATTS LU d 1 M 0 g _1� co O N O-j Lo atf I- J Rwi wa— M BEDROOM 1 GARAGE -__ -' Lc 1 U<U O <U)O EXISTING GRADE LINE (O =Z z b OJ PROPOSED GRADE LINE ----- 1418.00 Z Y co of W ---- F.F.ELEV. =1415.00 O Z W F-Z __ — z�QWO 1414.00 zuj<LU'U 1411.00 '-' BUILDING SECTION "C" SCALE:1/4"=1'-O" W vJ U O_ _-----__- ENGINEERED ROOF TRUSSES @ 24"O.C. Z /2"/Ff. I N -- _ SLOPE 2"/FT. R-30 BATTS SO ILU ------------------------------ /V\w a V Q W U w U LLI ENGINEERED ROOF TRUSSES @ 24-O.C. _] Z SLOPE 1 2"/FT. SLOPE 1/2"/FT. _ /��// Z O v R-30 BATTS 0 ( LI_ J Z Z CLOS. M ER SUITE 2 _ co D Ozw 0 xx J_ d Q a C O LL Q F.F.E =1435.30 m W MASTER SUITE 1 BATH 4 CLOSET W _ GREAT ROOM - CV _ FLOOR S _ N 0) Lh N RES STRUCT a _ a 0 U A TONY HRANEK, P.E. W F.F.ELEV. 1435.30 THRANEK@YAHOO.COM _ = M � OFFICE C64428 N 04 J - R-21 BATT INSULATI N m REVISIONS D LANAI BEDROOM 2 1 F.F.ELEV. =1425.30 - DESCRIPTION DATE c- I PRELIM. 4-12-2022 Q �R-21 BATT INSULATION / I PLANNING 4-26-2022 p _ -1427.00 -rR-19 BATT INSULATION _ � � 1425.0 � ''" EXISTING GRADE LINE M F.F.ELEV=1425.30 - - CRAWL SPACE P GRADE LINE v I 1419.00 R-19 BATT INSULATI N - PROPOSED GRADE LINE CRAWL SPACE 1420.00 EXISTING GRADE LINE 8.0 _ - - _ 1414.0 BUILDING SECTION Dvv JVillaCompany.com BUILDING SECTION "E'. SCALE:1/4"=V-0" SCALE:1/4"=1'-O" A302 CITY OF LAKE ELSINORE ---- P� PLANNING DIVISION U C o PERMIT#:ZCPC 2022-23 - - DATE:07/28/2022 - �g - E m APPROVED o - ____- E Q' c X = TRJSSES ?24"O.G TRL 3SES @ 4"O v c R-0 BATT R-3 BATTS IL o 06 O 0 W6 ,��( � vo J 06 o 0)� m 4 — o GARAGE BEDROOM 1417.00 ------- --- --- ---� EXISTING GRADE LINE R-21 BATT NSULAON1415.00 m PROPOSED GRADE LINE _ �_ R-19 BATT IN CATION — 1410.00 z BUILDING SECTION "F" w W SCALE.114- o z W } W z o�0 o Looms U bi U- otSF<J� Y W UQ(� Z W <U)of(8)> =JZVO ZY_=W =W Wfn~ ------- Z LL`L w O af ----- -- � Q L U SLOPE S 24"O.C. SLOPE 1/2"/FT. LI�d' @ ENGINEERED ROOF TRUSSES @ 24"O.C. der -- R-30 BATTS R-30 BATTS --------- dT'<>oc><,6Z4;rStir9;r2oTS6 _ � O CD Q W clow Q = R-21 BATT INSULATION . O DINING KITCHEN BEDROOM 2 CLOSET Z_ O p J m 1415.00 __ 'PROF LSSED G DE LIN R-19 BATT INSULATION 1413.00�EXISTING GRADE LINE 1411.00 0 — Q � 1408.00 06 (� LIJ LU U o W BUILDING SECTION "G" z SCALE:1/4"=1'-O" w F- C)_ W U (n IF"- LLI w Z O J Z m Y U) 0 zw O � Y � LEI J Q RES STRUCT ___ ___------ TONY HRANEK, P.E. THRANEK@YAHOO.COM C64428 -------------- REVISIONS SLOPE 11 SLOPE 1/E Q — DESCRIPTION DATE ENGINEEREDRED ROOF TRUSSES @ 24"O.C. ENGINEERED D ROOF TRUSSES @ 24"O.C. = PRELIM. -4-2021 A R-30 BATTS R-30 BATTS � Q Z_ 9 R-21 BATT INSULATION p m O - B C LIVING BEDROOM 1 GARAGE EXISTING GRADE LINE - ------ ----- T�16.00 _ ---- PROPOSED GRADE LINE R-19 BATT INSULATION --- -------------------- 4 0 JVillaCompany.com BUILDING SECTION "H" A303 SCALE:1/4"=1'-O"