Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TOCO planner submittal Binder 5-03-2022
�o 0'3 0 TOCO RESIDENCE & ACCESSORY DWELLING UNIT /� E &IIICmpaMcom EAST FRANKLIN STREET, LAKE ELSINORE , CALIF . 92530 29433 Cole Grade Road Valley Center,California 92082 co E PHONE (760)688-7430 a: r GENERAL PLAN NOTES DESIGN CRITERIA AREA TABULATIONS PROJECT INFORMATION VICINITY MAP �v �� its o En THE DESIGNER SHALL BE ADVISED OF ANY DISCREPANCIES OR MAIN HOUSE TABULATION: _� 1. CONFLICTS IN THE DRAWINGS PRIOR TO BEGINNING ZONE RH-HILLSIDE SINGLE FAMILY RESIDENTIAL SITE �' 0 CONSTRUCTION TYPE FIRST FLOOR LIVING AREA 446 S.F. " `"°"` a.. —` �� "�""y$` "' 0 CONSTRUCTION.IT IS THE RESPONSIBILITY OF THEp CONTRACTOR/SUB-CONTRACTORS TO VERIFY ALL SECOND FLOOR LIVING AREA 1,590 S.F. E.FRANKLIN STREET m DIMENSIONS,DETAILS,AND FIELD CONDITIONS PRIOR TO THE OCCUPANCY R3/U THIRD FLOOR LIVING AREA 1,207 S.F. LAKE ELSINORE,CA 92530 " Co COMMENCEMENT OF WORK,AND TO ADVISE THE DESIGNER OF TOTAL CONDITIONED AREA 3,243 S.F. APN:373-054-013-00,373-054-016-00,373-055-017-00 ANY DISCREPANCIES BETWEEN THE CONSTRUCTION BUILDING SETBACKS DOCUMENTS AND SITE CONDITIONS. FRONT 20' OUTDOOR CVRD AREAS 449 S.F. po INTERIOR SIDE 12' GARAGE AREA 556 S.F. OWNER ' THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXTERIOR SIDE 15' q INSURING THAT ALL MATERIALS,WORKMANSHIP,AND METHODS REAR 20' GROSS BUILDING AREA 4,248 S.F. ANTHONY HRANEK&CORTNEY HENDERSON OF CONSTRUCTION ARE IN STRICT CONFORMANCE WITH THE ADU SETBACK 5' E.FRANKLIN STREET APPLICABLE EDITIONS OF THE UNIFORM BUILDING CODE,THE ACCESSORY DWELLING UNIT TABULATION: LAKE ELSINORE,CA 92530 UNIFORM ELECTRICAL CODE,THE UNIFORM MECHANICAL MAX.BUILDING HEIGHT 30' RESSTRUCT@GMAIL.COM s z CODE,THE UNIFORM PLUMBING CODE,THE UNIFORM FIRE A.D.U.LIVING AREA 1,200 S.F. CORTNEYLOVE@GMAIL.COM """ O CODE,AND THE NATIONAL ELECTRICAL CODE,AS WELL AS ALL A.D.U.GARAGE AREA 520 S.F. ,ms V) APPLICABLE LAWS AND ORDINANCES OF THE LOCAL GROSS A.D.U.BUILDING AREA 1,720 S.F. 9° LU LU GOVERNING AGENCY AND BUILDING OFFICIAL. „m ® w DETAILS AND CONDITIONS NOTED AS"TYPICAL"SHALL BE MAIN HOUSE+A.D.U.TOTAL GROSS AREA 5,968 S.F. 9 = noel. g 9—is o } LU CAREFULLY CONSIDERED PRIOR TO CONSTRUCTION,AND THE CONTRACTOR/SUB-CONSTRACTOR SHALL NOTIFY THE THIS PROJECT SHALL COMPLY WITH THE FOLLOWING COUNTY p DESIGNER OF ANY POTENTIAL CONFLICT. ADOPTED CODES AND AMENDMENTS: O u DESIGNER O U -UQ ENCROACHMENT PERMITS FROM THE PROPER GOVERNING 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA RESIDENTIAL CODE OR 2019 CBC LEGAL DESCRIPTION J.VILLA&COMPANY INC. SHEET INDEX W¢J AGENCY ARE REQUIRED PRIOR TO CONSTRUCTION OF ANY 2019 GREEN BUILDING STANDARD CODE CALGREEN 29433 COLE GRADE ROAD Z�Lu(D LU SUBSURFACE,SURFACE,OR OVERHEAD STRUCTURES IN THE ( ) VALLEY CENTER,CA 92082LU LOC 18 MB 012/077 COUNTRY CLUB HEIGHTS UNIT 7 T1 TITLE/INFO SHEET PUBLIC RIGHT-OF-WAY.IT IS REQUIRED THAT THE 2019 CALIFORNIA ELECTRICAL CODE(CEC) PH:(760)-688-7430 = z O�O 2019 CALIFORNIA PLUMBING CODE CPC LOC 24 MB 012/077 COUNTRY CLUB HEIGHTS UNIT 7 A001 SITE PLAN �z V- ENCROACHMENT PERMITS BE APPROVED AND OBTAINED PRIOR (CPC) E-MAIL:jefferyvilla@gmail.com A002 MINIMUM CONSTRUCTION SPECIFICATIONS } Y U)�} 2019 CALIFORNIA FIRE CODE CFC LOC 25 MB 012/077 COUNTRY CLUB HEIGHTS UNIT 7 z z�X w TO THE ISSUANCE OF ANY GRADING AND/OR BUILDING ( ) O Q w F z PERMITS. 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS JVillaCompany.com A101 MAIN HOUSE-FIRST STORY FLOOR PLAN =W w fn� (CBEES) A102 MAIN HOUSE-SECOND STORY FLOOR PLAN Z LL Q 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 A104 A.D.U.-FLOOR PLAN THE WORK OF OTHER TRADES,AND TO NOTIFY THE GENERAL A105 MAIN HOUSE ROOF PLAN CONTRACTOR OF ANY DEFECTS OR DEFICIENCIES IN PREVIOUS OWNER BUILDER A10 A.D.U.ROOF PLAN 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. A302 BUILDING SECTIONS THE CONTRACTOR SHALL PROVIDE THE OWNER UPON THE STRUCTURAL ENGINEER A303 BUILDING SECTIONS E1 ELECTRICAL NOTES COMPLETION OF THE WORK,ALL APPLICABLE WARRANTIES, _- 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. L VALLEY CENTER,CA 92082 T-24-1 TITLE 24 COMPLIANCE PREPARATION AND TREATMENT OF SOIL AT THE SITE SHALL BE -- — `� T-24-2 TITLE 24 COMPLIANCE THRANEK@YAHOO.COM 06 AT THE DIRECTION OF A QUALIFIED GENERAL CONTRACTOR.IT C64428 T-24-3 ADU TITLE 24 IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE ALL T-24-4 ADU TITLE 24 w SITEWORK,GRADING AND FOUNDATION PREPARATION IN U CONFORMANCE WITH RECOMMENDATIONS OF PLANS. / _-__- S1 STRUCTURAL LEGENDS AND NOTES z LO N S2 MAIN HOUSE FOUNDATION PLAN w M S3 MAIN HOUSE FRAMING PLAN GRADING OPERATIONS SHALL AT NO TIME ALLOW DRAINAGE TO TITLE 24 ENERGY CALCULATION S4 MAIN HOUSE ROOF FRAMING PLAN LLu U FLOW TO ADJACENT PROPERTIES. j S5 A.D.U.FOUNDATION PLAN (J) � w w S6 A.D.U.FRAMING PLAN FINISH GRADE OF THE SITE,SUBSEQUENT TO COMPLETION OF CARSTAIRS ENERGY S7 A.D.U.ROOF FRAMING PLAN w Z p = ALL STRUCTURES,IMPROVEMENTS,AND LANDSCAPING,SHALL �i �� P.O.BOX 4736 Z DIRECT SURFACE WATER AWAY FROM THE BUILDING i, , SAN LUIS OBISPO,CALIF.93403 SD-1 DETAILS Y U)';, FOUNDATIONS A MINIMUM DISTANCE OF FIVE FEET,THENCE, PH:(805)904-9048 SD-2 DETAILS O ZQ j �J J �; SD-3 DETAILS U J VIA SURFACE SWALES AND/OR UNDERGROUND DRAINS, Y �� a �.�}Y O � uJ TOWARD AND INTO APPROVED DRAINAGE WAYS. -..-.a,� # SW-1 SIMPSON STRONG WALLS LL Q LLI i 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 oaTa . .=s11-1P ygp cv w* Tca Teoxo nnN , _— ' ... 21 CITY OF LAKE ELS INORE 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"VERIFICATIONg g „ '\ In the event of unauthorized use of these plans by an unassigned party,the It ip y % AND/OR DIAGNOSTIC TESTING,THE CF2R FORMS MUST BE o i BUILDING PADS TO BE PERMITTED BY SEPARATE GRADING PERMIT. DESCRIPTION Ns DATE unassigned party shall hold Jeff Villa&Company harmless. s - MIRAMAR° <° M°° ; REGISTERED.FORMS ARE AVAILABLE AT MONr�Cq " R s REEr / GRADING APPROVAL&COMPACTION CERTIFICATION TO BE PRELIM. zo-zozz Verification of Dimensions&Details: sdcounty.ca.gov/DPLU/bldg/energy-stds.html STREErY PROVIDED PRIOR TO ISSUANCE TO BUILDING PERMIT. REV a-zl-zozz Prior to commencement of construction,all dimensions to be verified = a � � �// and Villa to be notified of any discrepencies in dimensions or details PRIOR to proceeding with construction. 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 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 A AND/OR DIAGNOSTIC TESTING,THE CF3R FORMS MUST BE - REGISTERED.FORMS ARE AVAILABLE AT t�a sdcounty.ca.gov/DPLU/bldg/energy-stds.html \ v a \ THE SUBMITTAL OF RESIDENTIAL FIRE SPRINKLER PLANS 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 m 29433 Cole Grade Road,Valley Center 92082 760-688-7430 JVillaCompany.wm CALENDAR DAYS PRIOR TO INSTALLATION OR PRIOR TO jVillaCompany.00 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. i THE BUILDING INSPECTOR WILL RECHECK FOR EXPANSIVE SOIL AND OR GRADING REQUIREMENTS AT FIRST FOUNDATION T1 INSPECTION. SPECIAL INSPECTIONS ARE REQUIRED-SEE SHEET S1. a c ;h i. ;G^-,,,.,°s°• - ""-�` CONKLIN AVENUE ° f � � � 1 r a.q.mo.�fam SITE PLAN KEY NOTES: g 0. NEW 3 STORY HOUSE TO BE BUILT w/ATTACHED GARAGE o 2❑ NEW ACCESSORY DWELLING UNIT w/ATTACHED GARAGE `` m / / I ❑3 NEW PAVED DRIVEWAY PER PLAN // o / ❑q PROPOSED MAIN ELECTRICAL SERVICE PANEL •� n / PS EXISTING TOP OF BANK � E - CD I 6 EXISTING TOE OF BANKod O o 1 �7 500 gal PROPANE TANK MIN.10'FROM HOUSE V o 06 � C �8 PROPOSED WATER METER p? V o _ / g❑ EXISTING FIRE HYDRANT LOCATION U �— PROPOSED 1 ,200 S.F. D > > ._ „� — ACCESSORY DWELLING UNIT 11 m �4.08 'G�"C 98.08` N8,8 l 30 ------ �988 08 ------------ 1 BMP LEGEND o BROW DITCH —` ELE 1400 0 ELEV. I 1 PDS 65 BERM S F> 1408.67 ^ o�- ® ELEV 1415.00 II��. ' I DIRECTION OF LOT DRAINAGE \ \ — I MATERIALS & WASTE MANAGEMENT CONTROL BMPs - �ii I 1� / � I WM-1 MATERIAL DELIVERY&STORAGE F. = 1415. o i I WM-4 SPILL PREVENTION AND CONTROL P/� - — I E 1401� CD M WM-8 CONCRETE WASTE MANAGEMENT _ I 1 W - SOLID WASTE MANAGEMENT ;�`V � C'. � t► 5 // I W M-9 SANITARY WASTE MANAGEMENT CONC.RV I WM-6 HAZARDOUS WASTE MANAGEMENT T LANTANA GROUN _ 1 1 PARKING �� OVER 40'X 20' M TEMPORARY RUNOFF CDNTROL BMPs ELEV.=1414.50,14.50 I �` Z ��-- � I� 1 SS-2 PRESERVATION OF EXISTING PEV�`PEV O 1 - I VEGETATION U BONDED OR STABILIZED FIBER MATRIX —M W (WINTER) A ELEV 1414.50 I z 14 8% \Y� 1 SS HYDROSEEDING(SUMMER) -�'TSP sTSP M W � I SS-6 / SS-8 STRAW OR WOOD MULCH —S/W— } \' ELEV 1407.50 YS TW 1414.50 I BW1412.50 3 201-0- YID �� O I SS-7 PHYSICAL STABILIZATION(WINTER) —EBM— z 20 LANTANA GROUND URT `� •' 1 �� SS-10 ENERGY DISSIPATORVM �`S�� U CONCRETE Yq 7� 36x72x18"ROCK O Lo O AUTOCO L I —E� U U Q �•\ / q 14.8%SLOPE COVER ELEV 1414.50�E B r- I CD 1 SC-1 SILT FENCE '6� J DRIVEWAY ELEV 1413. 0 I I'i LLI Q — / v / 6 �� 1 �� 1 SC C PDS 659 SEDIMENTIDESILTING BASIN W Of U \ 1 f LIB z Li LA 1 I SC-5 FIBERROLLS FR—FR— co O LI / ,^a 1 1 SC-6 / SC-8 GRAVEL OR SAND BAGS J U SEPT PY O 1 } Yu> >>- -� z D K QO�� 1 SC-7 STREET SWEEPING AND VACUUMING® O= <W U LU TAN O 0 1 S'Cl 0 STORM DRAIN INLET PROTECTION Z Y W O ELEV 1414.50 O FNS-2 DEWATERING FILTRATION Dw Dw Q W-j w U O I / / I 1 �Oj. I TC-1 STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION ROAD STABILIZATION �- IC- —Y SIDE / GARAGE PROPOSED 243 S.F. MAIN TC-3 ENTRANCE I EXIT TIRE WASH � rr v V V� YARD 11� F.F. - 1415.00 YY YBAYK/ I (D'1 RESIDENCE POST-CONSTRUCTION SITE DISIN_N B^^Ps � LI.I Y LL!� LANDSCAPE LEGEND FENCE NC OSU E F.F. = 1425.00 0 '� / / 5'black NCvin chaff co co F-1 EIJERA PARVIFOLIA / PATIO FIG L5EV - � 1 AUSTRIALIAN WILLOW Q UJ POOL ELEV._ { 2'BOX MIN. 1420.00 1420.50 ---- I' 1 1 __xx / � I W ___ I 1 JACARANDA ACUTIFOLIA W — 2:1 CU 1 SITE PLAN JACARANDA U o O I BANK 2'BOX MIN. z Lo N C> / SCALE r-10 W rn MAIN HOUSE TABULATION: BOUGAINVILLEA r) W U z I _ 10 GAL.EACH Z I FIRST FLOOR LIVING AREA 446 S.F. � uJ LANTANA GROUND COVER W 0 Q SECOND FLOOR DIVING AREA 1,590 S.F. Z O J - 5 GAL.EACH - - THIRD FLOOR LIVING AREA 1,207 S.F. i a TOTAL CONDITIONED AREA 3,243 S.F. SHREDDED BARK GROUND COVER O Z -J w 'Ik _LL= 0„� �G .��+9 ----� FABRIC Oo/GRADR WEEDED BASE ARRIER LANDSCAPE (� LL Y JI l J OUTDOOR CVRQ'AREAS 449 S.F. O � W GARAGE AREA 556 S.F. _N8�_�_---.-®-- � w g cn 1 GROSS BUILDING AREA 4,248 S.F. ALL PROPOSED LANDSCAPE IRRIGATION IS TO BE ON"SMART SENSOR"VALVE D ACCESSORY DWELLING UNIT TABULATION: CONTROLLERS AND PLANTS TO BE USED 70 ARE DROUGHT TOLERANT n A.D.U.LIVING AREA 1,200 S.F. d I A.D.U.GARA AREA 520 S.F. �iT 1 GROSS A.D.0 BUILDING AREA 1,720 S.F. 1 MAIN HOUSE+A.D.U.TOTAL GROSS AREA 5,968 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 NAME: ANTHONY HRANEK&CORTNEY HENDERSON NAME: J.VILLA&COMPANY INC E.FRANKLIN STREET ZONE RH-HILLSIDE SINGLE FAMILY RESIDENTIAL WORK TO INCLUDE: SEE TITLE SHEET T1 LAKE ELSINORE,CA 92530 CONSTRUCTION TYPE ADDRESS: E.FRANKLIN STREET ADDRESS: 29433 COLE GRADE ROAD APN:373-054-013-00,373-054-016-00,373-055-017-00 CONSTRUCTION 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 / I ELEV 1415.00 C.� NEW 3 LEVEL HOUSE TO BE BUILT W ATTACHED GARAGE .` E A 4 �( ^ R I �2 NEW ACCESSORY DWELLING UNIT w/ATTACHED GARAGE m (��✓w)/// //�///�,�// I /'�f,/'1R^vn�11� �(v.�`f/ N�,��� ( -1' 74 08' �3 NEW PAVED DRIVEWAY PER PLAN o / 1 �n/� V\f n V �v�---_ `J I ❑q PROPOSED MAIN ELECTRICAL SERVICE PANEL ^ 7llsJJYI% SS-6 T.W.=1416.00 I I �5 EXISTING TOP OF BANK m icci B.W.=1412.00 1 I d C �8 EXISTING TOE OF BANK 06 O / ELE 1400 0 E)GRADE EL�EVI,-_1a15.00 1500 gal PROPANE TANK MIN.10'FROM HOUSE �V o \// \ ELEV.1408.67 IIIy i II � U)06SC-7 PROPOSED WATER METER c m EXISTING FIRE HYDRANT LOCATION a \/ 2:1 CUT so-1 _ ---- O1- ��_ o,P F.F. = 1415.00 CD I 1401. - I T �� / PARK( _ / Al '9 PARKING I o I 40'x 20' AUTOCOURT I ELEV 1414.50 I ELEV.=1414.50 TW .00 f I BMP LEGEND B.W 00.=14 u /� / '' 2:1 CUT WM-1 I I PDS 65 BROW DITCH / !C/ % ELEV 1414.50 ELEV 1414.67 Wm -8 I 0 I I PDS 65 BERM B � I �y� DIRECTION OF LOT DRAINAGEE 4- / I WM-5 I_ W I MATERIALS , WASTE MANAGEMENT CONTROL BMPsi TIN 1414.50 WM-9 O BW 1412.50 3%/ I ! WM-1 MATERIAL DELIVERY&STORAGE V r I WM-a/PL [ SPILL PREVENTION AND CONTROL / ✓ / / 2:1 CU / \/ vJ WM-8 CONCRETE WASTE MANAGEMENT O / SS-4 �-14.8%`SLOPE I �jR n C� I I WM-5 SOLID WASTE MANAGEMENT CO / ( / DRIVEWAY ELEV 1413 0 SE rBAL �/ I�.:� Z ICONCRETE wM-9 SANITARY WASTE MANAGEMENT Wp I WM-6 HAZARDOUS WASTE MANAGEMENT W I _ I I TEMPORARY RUNOFF CONTROL BMPs } \6% SS-2 PRESERVATION OF EXISTING PEV�`PEV Z / I jI -^VEGETATION'^b�' SS-3 BONDED OR STABILIZED FIBER MATRIX -!`M O O J SEP1�'IC (�� I (WINTER( O N c1 Q TAISfK p�v / I I I SS-4 HYDROSEEDING(SUMMER) -TSP-TSP 06 Y W U Q C7 _ �50 Q I SS-6/SS-8 STRAW OR WOOD MULCH �'S�W- ZO'La('2.0EL V141 �`� � �- I SS-7 PHYSICAL STABILIZATION(WINTER) -^EBM✓� �� SS-10 ENERGY DISSIPATOR `^ Z 36X72xi8"ROCK Z J J=W / I O I I SC-1 SILT FENCE �T 2 z<U,y F SS-6 I SC-B PDS 659 SEDIMENTIDESILTING BASIN Of 0 Q W J SEPTIC FIELD I SC7 FIBERROLLS FR FR LEACH LINES I ' I SC-6/SC-8 GRAVEL DR SANDBAGS GARAG _ F.F. 1415.00 S 71 STREET SWEEPING AND VACUUMING Op = 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 Of W �� / � I POST-CONSTRUCTION SITE DESIGN BMPs Q / PATIO iO FIG LEV= �� I s/M- 06 UJ ELEV.= 1 'S 4,3.1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND EBM w POOL 1420.50 I HYDROLOGIC FEATURES W SC-I H2O=1420.00 SS-6 4,3.2 CONSERVE NATURAL AREAS,SOILS,AND VEGITATION N I I 4 3.31 MINIMIZE IMPERVIOUS AREA �/� w \' i 11 C'J ' I I 43.4 MINIMVESOIL COMPACTION 0 w V O - - BANKI 4 3.5 IMPERVIOUS AREA DISPERSION yJ�W I FIG ELEV. (n ELEV.= I Q CD I I 1424.5 I 4 3.6 0 RUNOFF COLLECTION Z J I N CUT@ 1430.5 I F'I I I I 4 3.7 1 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES O Z J ZI PATIO SS-4 I I 4 3.81 HARVESTING AND USING PRECIPITATION < O 1420.50 Y / ELEV.0 1 I ul-i U) I T.W.=1425.00 `� I � Sc-1 B.W.=1420.00 I� --- d I \ - J -I--p----N 8 8 00 2 J13 O11 _F I b u.U b� s _ _c_�-_---_---�---- I PRELIMINARY EARTH WORK QUANTITIES _ � I PROPOSED CUT CU YDS � I PROPOSED FILL 0 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' MARK REVISIONS A P P R, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY- SEAL IVIIIaCompany.com 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 1e. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. V 2. PROVIDE 518"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF E SHEATHING AT GARAGE/DWELLING SEPARATION WALLS.ALLo ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND Q M 00 M CEILINGS. o Q USE 1 e"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH C SELF-CLOSING HARDWARE AT OPENING BETWEEN GARAGE AND E DWELLING. C Q 46'-0" ® 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 4'-0" 42'-0" THRESHOLD OF THE DOORWAY.WHERE SUCH ACCESS IS NOT REQUIRED,THE THRESHOLD SHALL NOT EXCEED 1 INCH(25 mm). '�,max N LANDINGS SHALL BE LEVEL EXCEPT THAT EXTERIOR LANDINGS MAY W 8'-5" 4'-4" 22'- 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 LINE OF CANTALEIVER BACKUP AS SHOWN.SEE SHEET E2. ROOF 0_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 NOT LESS THAN 22"x30".WHEN A FURNACE IS LOCATED IN AN ATTIC 180a0 GAR GE ROLL-UP 01 AREA,THE OPENING SHALL NOT BE LESS TAN 30"x30". 9�. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN 4gELA 3080 APPROVED BACK FLOW PREVENTION DEVICE. V.=1415 12 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 (o to BDRM 1 OA 12. GARAGE SLAB UNDER WASHER AND LAUNDRY ROOM,SLOPE TO 0 (O Iq 16'-4"x 15'- " EXTERIOR FLOOR DRAIN RUN LINE TO DAYLIGHT. Of 04 N 1� 9'CEIL - - 13. PROVIDE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES W ILL 02 GARAGE 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 FLUSH. _ I� 9'CEIL 15. ALL VENTS(FLUES)SHALL BE INSTALLED AND SUPPORTED PER } ELEV.=1415 MANUFACTURER'S SPECIFICATIONS, W C 4'-0" 5'-0" 3'-4" -6" 22'-10" C 16. PROVIDE MIN.30"CLEAR UNOBSTRUCTED WORKING SPACE IN FRONT Z O O 30 17. OF FAU. 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 U' OU BA 1 18. FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE Z W 2 B p M ox 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,AND } U Z)}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. F_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 0" 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 27. SHOWER COMPARTMENTS AND BATH TUBS WITH INSTALLED SHOWER 0 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 OM 31. A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT ---------------------- THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. 32. BEFORE FINAL INSPECTION,A COMPLETE OPERATION AND W MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING Q Lu Q Z POOL OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN W U 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 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 ---------------------------------------------LINE OF ------EVEL AB--- REVISIONS DESCRIPTION DATE PRELIMINARY 1-20-2022 REV 4-8-2022 A B F GARAGE / BASEMENT FLOOR PLAN lz TABULATION: FIRST FLOOR LIVING AREA 446 S.F. JVillaCom an .com SECOND FLOOR LIVING AREA 1,590 S.F. THIRD FLOOR LIVING AREA 1,207 S.F. TOTAL CONDITIONED AREA 3,243 S.F. AlOUTDOOR CVRD AREAS 449 S.F. A O GARAGE AREA 556 S.F. GROSS BUILDING AREA 4,248 S.F. KEY NOTES: g 1B. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. V PROVIDE 5/8"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF E SHEATHING AT GARAGEIDWELLING SEPARATION WALLS.ALL ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE Q M Cp M EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND ` CEILINGS. C, o 3❑. USE 1 8"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH C � � 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 0 4'-o" 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 Z� HAVE A SLOPE NOT TO EXCEED 1/4"UNIT VERTICAL IN 12"UNITS 'zo 15'-0" 4'-6" HORIZONTAL(2%SLOPE). (1) W o 5❑. PROVIDE PERMANENTLY WIRED SMOKE DETECTORS WITH BATTERY BACKUP AS SHOWN.SEE SHEET E2. 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 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 1 0. SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR M 4'-3" EMERGENCY ESCAPE AND RESCUE: A. 5.7 SQ.FT.MINIMUM NET CLEAR OPENABLE AREA 18'Is x @ 8' 1 Isis x s' Isis Fx @ 8' B. 24"MINIMUM NET CLEAR OPENABLE HEIGHT Cp DN C. 20"MINIMUM NET CLEAR OPENABLE WIDTH Cfl D. FINISHED SILL HEIGHT 44"ABOVE FLOOR MAXIMUM N ® ® ® Q GARAGE SLAB UNDER WASHER AND LAUNDRY ROOM,SLOPE TO z Of ® ® li EXTERIOR DOOR. 0 (p _ w pD PROVIDE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES to w PANTRY 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 w FLUSH. Z Q> - ALL VENTS(FLUES)SHALL BE INSTALLED AND SUPPORTED PER W C IUi m ref ROOF C MANUFACTURER'S SPECIFICATIONS. _ 0 Q o KITCHEN 30 PROVIDE MIN.30"CLEAR UNOBSTRUCTED WORKING SPACE IN FRONT W 14'-2"x14'-6"Za ' " ' " ' " ' " H o 1[�7 ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER O 9'CEIL RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING w M 2 0 CVRD DW AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO 0 "o 0 J MAKE THEM WATERPROOF. 0 rn U Q ENTRY [8 FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE od I a J DN(17)7.1"RISERS 4'-0" DAMPER FIXED IN THE OPEN POSITION WITH APPROVED FIREPLACE W W U Q 0' Op Op inDOOR SYSTEM INSTALLED. Z W LLI 2 aU 2020 c SE @ 8' 2020 c SE @ 8' 2020 C SE @ 8' 1❑9. OPENABLE WINDOW AREA MUST BE 1/20 OF THE FLOOR AREA, Q U)af 3090 ENTRY 3 MINIMUM 1-1/2 SQ.FT.IN BATHROOMS,LAUNDRY ROOMS,AND Z 0�0 06 SIMILAR ROOMS. =J Z 0 J 14 2�. PROVIDE FIRESTOPS,VERTICAL AND HORIZONTAL,IN ENCLOSED }Z Z Z W f0 LU CONC.PATIO SPACES AT 10'-0"INTERVALS MAXIMUM. J 0 LU Z CV 21. DOORS MAY NOT SWING INTO GARAGE WHEN THERE IS MORE THAN = W H 1"DROP FROM THE HOUSE. LL`1 N w N 2©. UNDER NO CIRCUMSTANCES ARE GARAGES PERMITTED TO OPEN Q w g W LU OD 0 ELEV.—1425 CID o - CV INTO A ROOM USED FOR SLEEPING PURPOSES. OFFICE 0 O 2®. ALL GLAZING TO BE INSTALLED WITH"U"VALUE INFORMATION Lp 16'-8"x 11'-81. mCO2 N ATTACHED CERTIFIED BY THE NFRC AND SHOWING COMPLIANCE D CV 9' ICE D WITH THE ENERGY CALCULATIONS.ALL NEW GLAZING SHALL HAVE © UP CERTIFYING LABEL SHOWING THE"U"VALUE. PROVIDE FAUCETS WITH A MAXIMUM FLOW RATE OF 2.2 GALLONS CV ? PER MINUTE(GPM). F c,,�a CO CO 2®. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW RATE OF 2.5 GREAT ROOM qIx GALLONS PER MINUTE(GPM). LL 18'-4"x 23'-0" 0 O �. PROVIDE ULTRA LOW FLUSH TOILETS. 19'-3"CEIL 2 . SHOWER COMPARTMENTS AND BATH TUBS WITH INSTALLED SHOWER �Q zsse - HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT N `<e HALL 05 N BA.2 N EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 118 9'CEIL 11'-8"x 5'-6" o o N p 2®. ALL RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED IN 9'CEIL ¢ ACCORDANCE WITH NFPA 13-D STANDARDS. o N 2®. A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND 3'-10" _6'-4" -1 3' DJ SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR,OR A O m M PLUMBING SUBCONTRACTOR,OR THE BUILDING OWNER CERTIFYING CV - 11 THE FLOW RATE OF THE FIXTURES INSTALLED.A COPY OF THE J p CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENTAL i SERVICES DEPARTMENT. J BA.3 CV - 3�. JOINTS AND OPENINGS,ANNULAR SPACES AROUND PIPES, Q storage CLCS'00 a �i ELECTRICAL CABLES,CONDUITS,OR OTHER OPENINGS IN PLATES AT clos. zasa 6'10"x 7'-8" "x 5'-8" _ EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF ELEV.=1425 09 9'ICEIL OS 9'CE N RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, x 2668 C7 CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE W 2888 ENFORCING AGENCY. o iso 0 oxxo sco ui 10 05 p 31. A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT a pg m _' THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. U CD POOL BELOW 3®. BEFORE FINAL INSPECTION,A COMPLETE OPERATION AND co Ln MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING 16'-0"x 32'-0" o N m - OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN w F ELEV.=1420 CO AFFIDAVIT THAT CONFIRMS THE DELIVERY OF SUCH. Q w Q Z w W 3©. GARAGE SLABS/FLOORS OF NONCOMBUSTIBLE MATERIAL WITH _ W 0 p - MINIMUM 1%SLOPE DIRECTED TO DRAINS OR MAIN VEHICLE ENTRY �' Q DOORWAY. COC J W J W O BDRM 2 c _ ®. UPFLOW FAU ON MIN.18"PLATFORM e"TYPE'X SHEETROCK ALL W EL 0 14'-0"x 16'-6" p 3©. STAIR WELL HAND GRIP PER XX/SD.3 Z O LANAI g - 411 3®. DEX-O-TEX CLASS'A'DECK FINISH WEATHER WEAR ICC REPORT# J Z22'-8"x 16-6" ESR 1757 O Z J O 9'CEIL Q LU 00 LL DN 00 ❑ @ O o CV MIN.42"RAIL REVISIONS 4'-2" '4 21'-8" 15'-0" 8'-0" DESCRIPTION DATE PRELIMINARY 1-20-2022 REV 4-8-2022 A B 46'-0" "FE lz TABULATION: JVillaCom an .pom FIRST FLOOR LIVING AREA 446 S.F. SECOND FLOOR LIVING AREA 1,590 S.F. THIRD FLOOR LIVING AREA 1,207 S.F. TOTAL CONDITIONED AREA 3,243 S.F. OUTDOOR CVRD AREAS 449 S.F. Al O 2 GARAGE AREA 556 S.F. GROSS BUILDING AREA 4,248 S.F. KEYNOTES: 46'-0" B ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. (� PROVIDE 5/8"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF C E SHEATHING AT GARAGEIDWELLING SEPARATION WALLS.ALL ol 4'_o" 9'_(j" 22'_6" ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND 10 CEILINGS. r o 5'-2" 8'4" 4'-6" 4'-6" 4'-O" 3❑ USE 1 THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH E SELF-CLOSING HARDWARE AT OPENING BETWEEN GARAGE AND c Q 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" -�" 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 I 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. (D ` 01 SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR OV EMERGENCY ESCAPE AND RESCUE: N A. 5.7 SQ.FT.MINIMUM NET CLEAR OPENABLE AREA B. 24"MINIMUM NET CLEAR OPENABLE HEIGHT CD 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 of W FLUSH. 0 LINE OF CANTALE VER 19 O5 ALL VENTS(FLUES)SHALL BE INSTALLED AND SUPPORTED PER Z ROOF ABOVE MANUFACTURER'S SPECIFICATIONS. _ ------- -----;--i --- --- - - -- -- ---- © PROVIDE MIN.30"CLEAR UNOBSTRUCTED WORKING SPACE IN FRONT } OF FAU. LL1 LINE OF C NTAL IVER 07 ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER Z ROOF ABO E RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING F_ O 1 J J AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO ir M�2 U 2030 ASE @ 18'-3" 2030 ASE @ 18'-3' 203 RASE @ 18'-" 203 CASE @ 8' 203O ASE @ 8' MAKE THEM WATERPROOF. O O 1 - ® FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE F 00))- DAMPER FIXED IN THE OPEN POSITION WITH APPROVED FIREPLACE W Q— CO 1 DOOR SYSTEM INSTALLED. W W U o 1 m 1 C'7 09 OPENABLE WINDOW AREA MUST BE 1/20 OF THE FLOOR AREA, Z P LU o w MINIMUM 1-1/2 SQ.FT.IN BATHROOMS,LAUNDRY ROOMS,AND Q(1)X @)� (D 2605 BA 0"x 6'-0" O _ SIMILAR ROOMS. = Z O 1-0 1 �. PROVIDE FIRESTOPS,VERTICAL AND HORIZONTAL,IN ENCLOSED Z Y Z�W 9'CEIL 05 CD SPACES AT 10'-0"INTERVALS MAXIMUM. jr 0 w I �cLOs. 2ss8 M 21. DOORS MAY NOT SWING INTO GARAGE WHEN THERE IS MORE THAN O Z W Z N > 4'-0"x12',V CV 1"DROP FROM THE HOUSE. _ W ~ D L IO �'CEIL D 2®. UNDER NO CIRCUMSTANCES ARE GARAGES PERMITTED TO OPEN Z W YQ W O H w G - - 30 INTO A ROOM USED FOR SLEEPING PURPOSES. Q LLI J w U Q Q L) m 2®. ALL GLAZING TO BE INSTALLED WITH"U"VALUE INFORMATION a 1 OPEN TO BEL - <M ATTACHED CERTIFIED BY THE NFRC AND SHOWING COMPLIANCE O O IL o 1 WITH THE ENERGY CALCULATIONS.ALL NEW GLAZING SHALL HAVE w O 1 x CERTIFYING LABEL SHOWING THE"U"VALUE. N Z O 1 00 CD 2�. PROVIDE FAUCETS WITH A MAXIMUM FLOW RATE OF 2.2 GALLONS �1 w I ? PER MINUTE(GPM). a 2868 MSTR SUITE 2 N 2®. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW RATE OF 2.5 1 10 16-10"x 16-6" o _ GALLONS PER MINUTE(GPM). 9'CEIL N BALCONY CV 2 . PROVIDE ULTRA LOW FLUSH TOILETS. SHOWER COMPARTMENTS AND BATH TUBS WITH INSTALLED SHOWER 1 1 1 HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT 1 !9 1 EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. ALL RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED IN 04 - < _ ACCORDANCE WITH NFPA 13-D STANDARDS. O 2®. A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR,OR A 1 z 00 PLUMBING SUBCONTRACTOR,OR THE BUILDING OWNER CERTIFYING O g 1 THE FLOW RATE OF THE FIXTURES INSTALLED.A COPY OF THE Z 1 CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENTAL Q SERVICES DEPARTMENT. L- ON 3�. JOINTS AND OPENINGS,ANNULAR SPACES AROUND PIPES, Q J ELECTRICAL CABLES,CONDUITS,OR OTHER OPENINGS IN PLATES AT a- 0 2868 1 EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF Q �y p 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. W O Q? BALCONY _______ ____ 31. A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT ti MSTR SUITE 1 0 THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. U CD J 0 18'-4"x 16'-6" ILL _ 17 LINE OF CAN ALEIVER 3®. BEFORE FINAL INSPECTION,A COMPLETE OPERATION AND Z LM 0 Y CEIL ROOF ABOV MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING N OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN w F- 00 J O 07 o BA.4 2ss8 @ _ AFFIDAVIT THAT CONFIRMS THE DELIVERY OF SUCH. Q W Q W E o O 0 - 05 CLOS w O 3[]. GARAGE SLABS/FLOORS OF NONCOMBUSTIBLE MATERIAL WITH _ W C) \ �p 9'-0"x 12'-6" g_g"x 1 �_g^ - E MINIMUM 1%SLOPE DIRECTED TO DRAINS OR MAIN VEHICLE ENTRY ix / 9'CEIL U) � 9'CEIL 3O DOORWAY. � � W W UPFLOW FAU ON MIN.18"PLATFORM�'TYPE'X'SHEETROCK ALL W� 0 J 2ix ss8 1 3©. STAIR WELL HAND GRIP PER XX/SD.3 0. Z z C7 v 05 - 3®. DEX-O-TEX CLASS'A'DECK FINISH WEATHER WEAR ICC REPORT# J Z -1 ESR 1757 O Z J uJ 0) 00 ❑ N 0 LL 0— oofY FLU - 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" 1, 5'-2" 9'-4" REVISIONS DESCRIPTION I DATE PRELIM 1-20-2022 38,_0" 8,_0" REV 4-8-2022 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. THIRD FLOOR LIVING AREA 1,207 S.F. Al O TOTAL CONDITIONED AREA 3,243 S.F. 3 OUTDOOR CVRD AREAS 449 S.F. GARAGE AREA 556 S.F. GROSS BUILDING AREA 4,248 S.F. KEYNOTES: g 1e. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. V 2. PROVIDE 518"TYPE"X"GYPSUM BOARD FROM FLOOR TO ROOF E SHEATHING AT GARAGE/DWELLING SEPARATION WALLS.ALLo ELEMENTS SUPPORTING FLOOR ABOVE GARAGE MUST HAVE EQUIVALENT FIRE PROTECTION ON GARAGE SIDE.ALL WALLS AND CEILINGS. o Q USE 1 e"THICK,SOLID CORE,ONE HOUR FIRE RATED DOOR WITH C SELF-CLOSING HARDWARE AT OPENING BETWEEN GARAGE AND E DWELLING. C Q 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 0) 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. v 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 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". 50'-4" 9� HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN U 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 QBED 2 CEIL 18. FIREPLACES WITH GAS LOG LIGHTERS SHALL HAVE THE FLUE W W 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 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 O 10 CLOS. SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR,OR A H PLUMBING SUBCONTRACTOR,OR THE BUILDING OWNER CERTIFYING H o O NL THE FLOW RATE OF THE FIXTURES INSTALLED.A COPY OF THE 08 6068 MIRRORED Q GARAGE - - 0 CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENTAL a>BI-PASS�� O SERVICES DEPARTMENT. 1 21'-6"x 21'-0" x - 30. JOINTS AND OPENINGS,ANNULAR SPACES AROUND PIPES, 1 9'CEIL e OA N ELECTRICAL CABLES,CONDUITS,OR OTHER OPENINGS IN PLATES AT „X F.F. 141 N QUEEN 1 1 EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF W z RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, Q { 1 - - CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ui N BED 1 ENFORCING AGENCY. U OM J N LIVING 11'0"x 13'-0" O 31. A MINIMUM OF 50%OF THE CONSTRUCTION WASTE GENERATED AT 16'-0"x 20'-0" 9' EIL ! THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. Z N 32. BEFORE FINAL INSPECTION,A COMPLETE OPERATION AND W MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING Q Lu Q ly OCCUPANT OR OWNER.CONTRACTOR OR OWNER SHALL SUBMIT AN W U O ❑ AFFIDAVIT THAT CONFIRMS THE DELIVERY OF SUCH. f^ O 33. GARAGE SLABS/FLOORS OF NONCOMBUSTIBLE MATERIAL WITH V J 303 NTRY MINIMUM 1%SLOPE DIRECTED TO DRAINS OR MAIN VEHICLE ENTRY LLl fn O J 6046 OX @ 8' 18080 GARAGE ROLL-UP 01 DOORWAY. /1/ Z z IL 2046 CASE @ 8' L...�L GRADE=1411.00 E OH 34. UPFLOW FAU ON MIN.18"PLATFORM e"TYPE'X'SHEETROCK ALL J COVEI 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: RADIANT BARRIER REQUIRED U ROOFING MATERIAL SHALL HAVE CLASS A FIRE RATING C E EVERGUARD THERMOPLASTIC SINGLE-PLY ROOF MEMBRANE- ICC-ES ESR-4676 `m o VENTILATION OPENINGS MUST COMPLY WITH THE FOLLOWING: C m -INDIVIDUAL VENTILATION OPENINGS SHALL NOT EXCEED 144 SQUARE INCHES C Q C Q M [0 m -ALL VENTILATION OPENINGS SHALL BE COVERED WITH NON-COMBUSTIBLE M CORROSION-RESISTANT MESH.MESH OPENINGS SHALL BE 1/8 INCH. ^ r LINE OF GARAGE LEVEL 1 06 O -VENTILATION OPENINGS ON STRUCTURES LOCATED IMMEDIATELY ADJACENT TO U BRUSH l��x ^ MANAGEMENT ZONE 1 SHALL NOT BE DIRECTED TOWARD HAZARDOUS AREAS OF .� W TOP OF PA PET=13'-0"@ F.F. TOP OF P RAPET=15'-6" NATIVE @ GARAGEF.F. OR NATURALIZED VEGETATION. 0 (a SLOPE 1/27FT. d � ALL BUILDINGS AND STRUCTURES HAVING ANY CHIMNEY,FLUE,OR I \ TRUSS` TOP CHORD STOVE PIPE ATTACHED TO ANY FIREPLACE,STOVE,BARBECUE,OR _ I \ OTHER SOLID OR LIQUID FUEL BURNING EQUIPMENT AND DEVICES, INE F KITCHEN LEVEL 2 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 T SLOPE /2"/FT. to GLAZING MATERIALS USED IN SKYLIGHTS, M TOP OF PA PET=13'-6"@ F.F. II ROOFS AND SLOPED WALLS SHALL BE TRUSS JOP CHORD a LL TEMPERED GLASS OR MULTILAYERED GLASS v ' ❑ ga 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 W 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 W PRODUCTION.e)DAILY kW PEAK POWER PRODUCTION.0 CURRENT kW Z PRODUCTION OF THE ENTIRE PV SYSTEM of p m O TOP OF PARAPET=22'-6"@ F.F. w .TOP OF PARAPET=14'@ F.F.(24'-0") O 1 O J 1 c 1 U (71U- 10 10 EXPOSED VALLEY FLASHINGS SHALL BE CONSTRUCTED WITH NOT LESS THAN otf r�J_ 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� 2 LAYER OF NO.72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. z P w(; D O0 _ �D AND ROOF GUTTER SHALL BE PROVIDED WITH MEANS TO PREVENT =Z Z V LL 'A302 ACCUMULATION OF LEAVES AND DEBRIS. Z.�J�W 0 LL ALL VENTS(ROOF,FOUNDATION,COMBUSTION-AIR,ETC.)SHALL RESIST THE O ZQ W U)H CSJ SLOPE 1/2"/FT. SLOPE 1/2"/FT. LL INTRUSION OF FLAMES AND EMBERS. F LL Y U)w ii Z aaWO TRUSS TOP CHORD TRUSS TOP CHORD @ THE EXTERIOR WALL FINISH WILL COMPLY WITH NONCOMBUSTIBLE MATERIAL, Q W J W'U I' c AND WILL BE STUCCO AND CEMENT PLASTER USED AS AN EXTERIOR WALL COVERING AND WILL BE A MINIMUM OF THICK. Q W R C LL o ❑2 Ik a LL O � I a O I I i ti F-r OP OF PARAPET=14'@F.F.(24'-0") IT �I ❑_I' A DETAILS 9 y `�' UNREINFOR ED EVERGUAR Po 0 z V a] L MEMBRANE CDRAIN FLANGE T Q1 MECHANICALLY J LL V ATTACH TGO WOOD DOME- ER LL BLOC IN THAN STANDARD DOME TO 06 L.L \ Q LL SPUN ALUMINUM L INUM AVOID CLOGGING OF STRAINER FLANGE UM I_L_ LL STRAINER RING 1 1 I @ /A3_02\ TPO FLANGE SEAL TO INSERT U O E v TRUSS TOP CHORD TRUSSTRUSST r E oVERFLoEINLE BEYorvE, INSERT PLAN GE z � O SLOPE 1/2"/FT. o SLOPE 1/2/FT. - LL �� MUST IWVI INLE TABOVE DRILLPEC FASTENER N w' ROOF DRAININL AND MIN.6 PERDMIN ,1 1 C 1 V dLL SEPARATE DRAIN PIPE.SEE W LLL.LLL UNREINFOR LL ^ ROOF PLAN FOR T�WELD�NPE DRAIN FLANGE Q LwL.I Q rui LU 0. N LIJ (n D n/ Z 0 O Il uARD J PC MEMBRArvE o Z RIGID SHAPED INSUI-ATION U < UJ z al TOP OF RAPET=14'@ F.F.(24'-0")� w0000DECWsuBsrRAre N O LL Y Q ui Q EXPANDINGTAPESEAL PDOF DRAIN&OVERFLOW 1.DRAIN PIPE SHALL BE CLEANED SO THAT EXPANDING TAPE SEAL CAN SEAT COMPLETELY AGAINST DRAIN RE AFTER RELEASE PAPERBEEN REM-ED. (REFER TO OETAIL m4FAR TP NBA 11T 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: RADIANT BARRIER REQUIRED C e ROOFING MATERIAL SHALL HAVE CLASS A FIRE RATING EVERGUARD THERMOPLASTIC SINGLE-PLY ROOF MEMBRANE- LL M ICC-ES ESR-4676 c VENTILATION OPENINGS MUST COMPLY WITH THE FOLLOWING: -INDIVIDUAL VENTILATION OPENINGS SHALL NOT EXCEED 144 SQUARE INCHES Q C 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 0)= d ALL BUILDINGS AND STRUCTURES HAVING ANY CHIMNEY,FLUE,OR C T LL STOVE PIPE ATTACHED TO ANY FIREPLACE,STOVE,BARBECUE,OR -O LL OTHER SOLID OR LIQUID FUEL BURNING EQUIPMENT AND DEVICES, > (3 SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. m o r -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 N TEMPERED GLASS OR MULTILAYERED GLASS rn LL N N O ofALL ROOFING CONSTRUCTION a r TOP OF PARAPET=14'@ F.F. Or m 1 TO BE"CLASS A"ASSEMBLY 10 ILL: NOTES: o ILL: W af SLOPE 1/2"/FT. o SOLAR PV REMOTE MONITORING CAPABILITY REQUIREMENTS.THE PV SYSTEM ILL TOP OF PARAPET=14'@ F.F. I 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 r 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(D I TOP OF PARAPET=15'-6"@ F.F. INSTALLED OVER A MINIMUM 36"WIDE UNDERLAYMENT CONSISTING OF ONE W O Ud> '..A���', 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 w 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. z H � LL d a �',SLOPE 1/2"/FT. a H U) 2 --�� 'TRUSS T so Z O io SLOPE 1/2"/FT. a LL a LL ui < TRUSS <� LL <� O LL CO LL D O> a� T a.w a rco om o 0>_ Z J TOP OF PARAPET=14'@ F.F. TOP OF PARAPET=15-6"@ F.F. 2 � J 06 m 06 O_ W C) o ZQ Z Lo N J a_ C) w U LL Cn � LL O w � 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 U .SIZE 1) ALL GLAZING TO BE INSTALLED WITH CERTIFIED'U'VALUE INFORMATION ATTACHED C E 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. WIDTH HEIGHT 3) BASEMENTS AND SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR E EMERGENCY ESCAPE AND RESCUE: C: @ 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, 02 &-0" 8'-0" EXTERIOR XO SLIDING GLASS DOOR C) 20"MINIMUM NET CLEAR OPENABLE WIDTH, D) FINISHED SILL HEIGHT 44"ABOVE FLOOR MAXIMUM. 4) ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER d E 03 3'-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 11 1o'-0" 9'-0" EXTERIOR OXXO SLIDING GLASS DOOR 9) WINDOWS SHALL BE TEMPERED GLASS,OR MULTI-LAYERED GLASS PANELS OR GLASS BLOCK, 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 0 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 C)Q WINDOW SIZE ROUGH OPENING 1.STILES AND RAILS MINIMUM I-3/8 INCHES THICK °o 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 W 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 W ® 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% (ui 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 OCVj 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 u' 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 C O L U N C O U � rn QC C E aU —_ Q C U r U - - -� - - w z _j O U _j F N m N W o W p W 4 o——— ——— a O - - - - - - - - - �_� O - - - - - - - - - - - - - - - ---,�,� � w a O O L1 M U asa U Q b, 4 a 4 O FIN IIIIIIIIIIIIIIII - - - - - - - - - - - - - - - Z III III III I�u�ll - - - - - - - w - - - - - - - - - - - - y II III III III III III III III III III III II Iit11-+�IJl.l1 I III III III III III III �' 4 r o -1 III III III III III III III III III 1T1 +� U J ll III w - o �o� III III III III III III III III III III III 1-EXISTING'GRADE LINED l it wQ U� a K U WKU�� -III III III III III III III III III III III III III III III III III III 4 — a � 0 II III III III III III III III III III II III III III III II III III III III III III II II III - z�� � . .� -III III III III III III III III III III III III III III III III III III III III - Q o=w'Y= r w Y N o ---------------------- aui5�° SOUTH ELEVATION EAST ELEVATION 3/16"=1'-0" 3116"=1'-0" - - - - - - - - - - Q LU - U 0 — W w U < w a W > -cwi LU 0 - Q Jw o o w rc m r m m a r LLJ O a - - - - - - - - - - - - -m - `� uMilkILA 0 L.I. r w a o - - - - - 0 m o ILLI �z r x m LU �w w O aY - - - - - - - - - - - - �. w5 a Revision Schedule Description Date � __ PRELIM 3-21-2022 III III III III III III III REV 4-8-2022 -I�I � III III III III III III III III III III- I I III III III III I I III -EXISTING GRADE LINE III III III III III III III - H-�r1' ff�lll III III III III III �� III III III III- II 11111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NORTH ELEVATION WEST ELEVATION 4 3/16"=1'-0" 3 3/16"=1'-0" jVillaCompany.com A2 01 0 0 L U 0 U � - M m a aU 06 COU � c U T d _ a n 30 View 1 � z 0 w 0 Z W o U 2t Nod - mJa Y W Zz I O JS> Z0¢W�Z F =K W�K Qu gw0 n 3D View 2 Q OZ5 U) z W O U Q z W W Q W W LLL I a O 1 r Www U L N O zo WL zz U Y� x O W �Y W ® Revision Schedule Description Date fir■ F � J JVILLACOMPANY.COM ---- _-- � - A202 3D View 4 C O L U -------------- CID f� C a � U °6 - - - - - - - - - - o Co15 o a C m a J tb Oo12 I EXISTING GRADE LINE m n ADU NORTH ELEVATION z o w z x Y z 2 o „o_8) V mJa YWUa U' zr off zzon zywni G =�wu~z zLLyH awgKU w U ADU WEST ELEVATION 2 1l4"=1'-0. w x c� z 0 m a 1 w z O EXISTING GRADE LINE w Q Z w Q LU � ADU SOUTH ELEVATION W a 1/4"=1-0" w ui LU O zo x w U zw ^ O LLY M wa Q Revision Schedule Description Date --------------- (E)GRADE n ADU EAST ELEVATION Y 1/4"-1._0„ A2 0 3 C O L U N C O U � rn QC C � aU --- 06 Q CO U � J '- B U v `Y m n 3D View 5 0 W 0 Z W Z 2 �o V mA YWUaU' ZFWU'� �Z-zH }aY 417} 2 fLM ZLLY wo aw3�V n 3D View 6 L W W w U > ------- z U W w L W � w a O ZO C) U w O LL Y W a Revision Schedule Description Date S n 3D View 7 J A204 DED U U - ----- E ------- ______ O RUSSE @ 24" C. TRUSS S @ 24' .C. -30 BA S R30B TS ___-_- _ C v m LU 0_ 2 Cn Q¢„ MASTER SUITE 1 - W W 2 p Ur m - Z K d' N d m 7 0 R oc SF.F.ELEV. 1435.3 R30 s J c CV m21 ~ N W Q o LANAI GREAT ROOM KITCHEN 0_ O Z M O 1425.00 M w7 o z F.F.ELEV. =1425.30 w TRus s @ o.c. _ R30 TTS W } w R-19 BATT INSULATION 0_ z O CRAWL SPACE J O c O-j W U cal U— BATH 1 BEDROOM 1 O Y W Q Q Z W LE� _ Z�L O w 1417.00 -- --- EXISTING GRADE LINE R-21 ATT INSU ATION =Z Z 0O J } z W UJ F.F.ELEV.=1TTBO0-------___ 1415.00 ZO Q W Z = d' w(n~ PROPOSED GRADE LINE Z Y W af O Q EliJ of U BUILDING SECTION "A" SCALE:1/4"=V-0" 06 --- —----------------------------- Z TRUSS 30 BA 24" C. Z N UJ U w � LEI � � � a 0 wU) 0 U of o J ° Z_ 0_ O MASTER SUITE 1 CLOSET. MASTER SUITE 2 BATH 5 J Y U Q o m O Q W J U W N _ 0LLY M F.F.ELEV. =1435.30 W Q m p R-21 BATT INSULATION M RES STRUCT R-21 BAT INSULATION TONY HRANEK, P.E. THRANEK@YAHOO.COM BEDROOM 2 BATH 3 BATH 2 OFFICE C64428 F- LU F.F.ELEV. =1425.30 -' TRI,3SES @ a o.C. d - R 3 BATTS REVISIONS _ t' '" - DESCRIPTION DATE --_- d PRELIMINARY 4-12-2022 ---___ R-19 BATT INSULATION J PLANNING 4-26-2022 L1J - _-�EXISTING GRADE LINE ---- U ip 1421.00 CD -----_-__GARAGE '419.00 -- 0) CRAWL SPACE - ---__-- __ F.F.ELEV. =1415.30 1415.00 PROPOSED GRADE LINE BUILDING SECTION "B" SCALE:1/4"=1'-O" A301 DED U C E OAS ------- 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. } R 30 BATTS LLI Uz._ J a z 2 d af M O g 00 -' O N O O Lo atS l—"J wa— M BEDROOM GARAGE W 1 U<U O <U)O __ EXISTING GRADE LINE (O =Z z(~j PROPOSED GRADE LINE --- 1418.00 Z Y J W ------------ F.F.ELEV. =1415.00 O Z W�Z F4. — zLLQWO 4.00 aLLIJd'U 1411.00 BUILDING SECTION "C" SCALE:1/4"=1'-O" W vJ U O_ _-----__— ENGINEERED ROOF TRUSSES @ 24"O.C. Z /2"/Ff. V I N ------__----_— _ SLOPE 2"/FT. R-30 BATTS SO ILU ----------- -- � Q wU /VwW \U Lu ENGINEERED ROOF TRUSSES @ 24-O.C. _] Z SLOPE 1 2"/FT. SLOPE 1/2"/FT. _ /��// Z 0 v R-30 BATTS 0 ( LJ_ J Z Z CLOSILL! . M ER SUITE 2 _ 0- 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 - D_ 0L c� CV _ FLOOR S _ N 0) M N RES STRUCT a _ a 0 U d TONY HRANEK, P.E. W F.F.ELEV. 1435.30 THRANEK@YAHOO.COM _ = M � OFFICE C64428 N N J R-21 BATT INSULATI N r co REVISIONS D LANAI BEDROOM 2 1 F.F.ELEV. =1425.30 _ DESCRIPTION DATE c- I PRELIM. 4-12-2022 Q �R-21 BATT INSULATION / PLANNING 4-26-2022 p _ -1427.00 —rR-19 BATT INSULATION _ � � 1425.0 � '�� EXISTING GRADE LINE C�7 F.F.ELEV=1425.30 - CRAWL SPACE p5o GRADE LINE v , 22 2p 1419.00 R-19 BATT INSULATION — PROPOSED GRADE LINE CRAWL SPACE 1420.00 EXISTING fGRADEINE 8.0 _ — — _ 414.0 07 BUILDING SECTION D JVillaCompany.com BUILDING SECTION "E'. SCALE:1/4"=V-0" SCALE:1/4"=1'-O" A302 Do ED ----- V C E 0 (D __ Q X = TRJSSES ?24"O.G TRL 3SES @ 4"O v c R-0 BATT R-3 BATTS IL E o 06 O 00 ,��( � vo J 06 o N� m 1? 4 o Lo GARAGE BEDROOM 1417.00 —_ --_ --_ --_� EXISTING GRADE LINE R-21 BATT NSULAONlo m O O 00 ------------- - I PROPOSED GRADE LINE — _ �_ R-19 BATT IN L CATION 1410.00 z BUILDING SECTION "F" w W - o z W } W z o�0 o Looms U bi U— otSF<J� Y W UQ(� Z�Lu(D <U)of@> =JZVO ZY_=W =W Wfn~ ------- af Z LL`L w O ----- -- � Q LLI�d'U SLOPE 1/2"/FT S 24"O.C. SLOPE 1/2"/FT. @ ENGINEERED ROOF TRUSSES @ 24"O.C. _____�__ _____— -- R-30 BATTS R-30 BATTS � 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 U) 1411.00 0 — Q � 1408.00 06 V w w U o U) BUILDING SECTION "G" z SCALE:1/4"=1'-O" w F- O) C)_ W U U) IF"- LLI w Z O J Z m Y U) 0 zLU O � Y LLI 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_ R-21 BATT INSULATION p m O - B C LIVING BEDROOM 1 GARAGE EXISTING GRADE LINE -J—J---,Li I J I I I I ------ ----- T�16.00 CD _ ---- PROPOSED GRADE LINE R-19 BATT INSULATION --- -------------------- JVillaCompany.com BUILDING SECTION "H" A303 SCALE:1/4"=1'-O"