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CAMERON FOSTER �� ` �� 2229 ADELINE DRIVE �ECEIVE� BURLINGAME, CA 94010 JUL 2 6 20Z2 ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH SYMBOLS BUILDING DATA SHEET INDEX CITY OF BURLINGAME (*) = FUTURE BUILDING SHEETS & And EXH Exhaust PBD Particle Bd. -� APN #: :027-161-160 T1.0 TITLE PAGE �VINGS �� -� Duplex convenience outlet & plate �-- - -- - - - -------- - - d Penny EXP Expansion PFB Prefabricate(d) r GN GENERAL NOTES (`) ME2.0 MECH. + ELECT PLANS An le EXPO Ex osed PL Plate line --�- Floorconvenienceoutlet LOTAREA: :5,isoSG1.FT. ,. 9 P ( ) � pH PHOTOS OF EXISTING LANDSCAPE & HOME �") ME3.0 MECH. ELECT. CUTSNEETS @ At EXT Exterior PLAS Plaster �� GR�D LINE REFE_R_ENCE �� GFI duplexconvenience outlet � CG CAL GREEN C) ME4.0 TITLE-24 C Center line FBO Furinshed by PLYWD Plywood ' � Fourplex outlet 3 O Dia. or round Owner PNL Panel(ing) �\' _ s�o_c a wn�� sEcnoN ReFERENCE COMPLETE (FAR): sw CONSTRUCTION BEST MANAGEMENT PRACTICES C) ME4.1 TITLE-24 CONT. Perpendicular FDN Foundation PNT Paint(ed) nrrow indicetes direction of view C Duplex conv. outlet, 1I2 hot, 1/2 switched FAR PROPOSED FAR Letter indicates building section =�'°' 220V amera e as er e ui mem �E) BASEMENT 432.00 SQ. FT. 1 OF 1 SURVEY LANDSCAPE DRAWINGS # Pound or No. FIN Finish PR Pair � 9 p 4 P O A1.0 PROPOSED SITE PLAN (") L1.0 PROPOSED LANDSCAPE PLAN sheetnumeer „o E 1STFLOOR 1,130.00SQ.FT. FL Floor (line) PRCST Pre Cast � GFIIW.P. weatheryroof ouUel � A1.1 PROPOSED DRAtNAGE PLAN DETAIL REFERENCE -� (E 2ND FLOOR ' 797.00 SQ. FT. (*) PROPOSED IRRIGATION PLAN AB Anchor Bolt FLASH Flashing PT Pressure Treated - Number indicates wall section ti Flush mounted Floor 8 ceiling outlet (E) GARAGE 0.00 SQ. FT. (�) PROPOSED IRRIGATION DETAILS ABV Above FLOUR Fluorescent ----- --- � - -- AC Asphalt Conc FLX Flexiable QT Quarry Tile �- sneet numoer F� �unction box SUB-TOTAL 2,359.00 SQ. FT. ARCHITECTURAL DRAWINGS - STRUCTURAL DRAWINGS ACOUS Acoustical FOC Face of Conc � - Ex7eRioR e�evnrioN RepeRENCE__ �� Television outlet A2.0 EXISTING / PROPOSED 1ST F100R PLAN nrrow indicates direction ofview (N) BASEMENT (ADU-PARTIAL): 138.00 SQ. FT. q2,1 EXISTING / PROPOSED BASEMENT + pND FLOOR PLAN �`) ' - ADH Adhesive FOF Face of Fin R Riser � reiephone outiet a piate (N) 1 ST FLOOR 162.00 SQ. FT. p,2.2 EXISTING / PROPOSED ROOF PLAN ADJ Adjustable FOX Face of Stud RAD Radius sheet number Fiood ii nt AGG Aggregrate FO Finished Opening REINF Reinforce � 9 (N) 2ND FLOOR 176.00 SQ. FT. A3.0 EXISTING / PROPOSED ELEVATIONS AL Aluminum FPL Fireplace RELO Relocate A INTERIOR ELEVATION REFERENCE �; ceiiing �ixture SUB- TOTAL _ 476.00 SQ. FT. A3.1 EXISTING / PROPOSED ELEVATIONS AP AccessPanel FTG Footing REMO Remove � nrrowindicaiesdirectionoiview _n_ wauiight A3.2 EXISTING/PROPOSEDELEVATIONS REACH CODE APX A roximale FURR Furrin REQD Re uired � B Letter intlicates bulltling elevauon " TOTAL 2,835.00 SQ. FT. PP 9 q � Sheet numher �L Porclein receptic�e w� pw� chain - A4.0 PROPOSED BUILDING SECTIONS A5.0 CONSTRUCTION DETAILS g � � Indirect cove lighting 1. NATURAL GAS IN NOT ALLOWED FOR SPACE HEATWG, SPACE COOLING, FUT Future RESIL Resilent � BD Board RO Rough Opeing _-- 7iT�e svMeo�s ADU {N)_ 467.00 SQ. FT. A9.0 FINISH SCHEDULE WATER HEATING, OR CLOTHES DRYING FOR NEW BUILDINGS. BEL Below GA Gau e RWD Redwood N�mbe� indicated eievatlon, wall seclion � Recessed ceiling cen Ilghts r G2.0 EXISTING GARAGE PLAN & ELEVATIONS BLK Block(ing) GALV Galvanized ordetail 4"recessetllowvolta ew/tlirectionalirim BM Beam GB Grab Bar SSD See Struct. Dwg. � sneetnumber `'� a LOT COVERAGE: �- Recessedceilinglighl BUILDING + PUBUC WORKS NOTES: BOT Bottom GI Grab Iron SH Shelf �� (E) 1ST FLOOR 1,130.00 SQ. FT. BRK BriCk g g EXT. DOOR & WINDOW SYMBOL Warerproof ceiling fanllight & plate E GARAGE 2 STALL : 360.00 SQ. FT. � pUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PR/OR TO PERM/T BEING /SSUED. PLEASE CONTACT PUBLIC GL Giass/Glazin SHR Sheathin -"" �) � ) BS Both Sides GR Grade (Ground) SIM Similar - Indicates door 8 wintlow number � p Recessed waterproof eMerior up light (N) 1 ST FLR ADDITION : 162.00 SQ. FT. y�rORKS � 650.558.7230. BTWN Between GYP Gypsum SLR Sealer I• INTERIOR DooR SYMBOL N Single pole switch TOTAL _ _ _: _ 1�652.00 SQ. FT. 2. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED, NOTE: AN /NIT/AL FIELD INSPECTION IS REQUIRED PRIOR SPEC Specificalion �� - Intlicates door number TO START OF ANY CONSTRUCT/ON ON PRIVATE PROPERTY OR /N THE PUBLlC RIGHT-OFWAY. CAB Cabinet H8D HardBoard SQ S uare �� sweysw�tcn ( 9 3.RECYCLING + WqSTE REDUCTfON FORM WILL NEED TO BE SUBMITTED + qppROVED PRIOR TO ISSUANCE OF BUILD/NG CEM Cement HD Heav Dut SLD Standard � switchwidimmer USEOFBUILDING: RESIDENTIAL Y Y REVISiON SYMBOLS �u�- PERMIT, CONTACT JOE MCCLUSKEY OUR RECYCLING SPECIALIST @ 650-558J273. CER Ceramic HDR Header S. STL Stainless Steel Cloud around revision ,N Door adivated swilch OCCUPANCY.' R1 q. q GRADING PERMIT IF REQU/RED, WlLL BE OBTA/NED FROM THE DEPARTMENT OF PUBLIC WORKS. CI Cast Iron HWD Hardware - TYPE OF CONST.: V-8 CLG Ceilin HOR Horizontal SUSP Sus ended \� j.. . COLOR / MATERIAL SYMBOL f Motion de�ecmr 9 P , `� NUMBEROF(E)STORIES:2-STORY FIRE DEPARTMENT NOTES CLKG Caulking SYM Symmetrical Number indicates co�or and / or matenal �� Timer (switch) (E) NUMBER OF DWELUNGS: 1 CLR Clear INT Interior ROOMREFERENCE > Vacancysensorw/tlimmer^manualon" 1.ANAUTOMATICSPRINKLERSYSTEMMAYBEREQUIREDTHROUGHOUTTHEENTIREMAINHOUSE,UNDERASEPARATEPERMITIF - --- rn. PARKING (E) 2- STALL GARAGE - -- --- - - CMU Conc. Mas. Unit INSUL Insulation T Tread eED RM ��---- Room name � Vacancy sensor "manual on" E 1 UNCOVERED SPACE REQUIRED AT TIM OF BUILDING SUBMITTAL. 203 . Room number w- � � � - - - CNTR Counter TB Towel Bar ��- - 2. AN AUTOMATIC SPRINKLER SYSTEM MAYBE REQUIRED THROUGHOUT THE (N) ADU. COL Column JST Joist TEMP Tempered g� weatherproof swncn SPRINKLERED: (N) FIRE SPRINKLER 3. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS W SUCH A POSITION AS TO BE PLAINLY COMPO Composition JT Joint T&G Tougue 8 Groove !� �- -- MATCH LINE, SHADED SIDE IS � Countenop air swiich VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR BACKGROUND. CONC Concrete THRU Through CONSIDERED � Doorbell pushtutton CONS U LTANTS 4. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENERAL CONTRACTOR CONN Connect(ion) LAM Laminate TOS Top of Surface N WORK, CONTROL, oR oA'ruM POIN7 chime SHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL 8E TESTED AND APPROVED BY A SAN MATEO COUNTY CONST Construction LT Light TPD Toilet Paper pROPERry uNE �� DESicNeR sal.s ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. CONT Continuous LVR Louver Dispenser � smoke detector 5. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DRAWINGS PAGE OF THE FORM+ONEDESIGN GEOFOUNDATION,INC. CPT Carpet TYP Typical --- -- - SereaeK �we y� 'rharmostat eoNTner: riM RADUENZ 488 CHELSEA XING BUILDING PLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE LOCATION OF MAS Masonry Special outlet 4843 SILVER SPRINGS DRIVE SAN JOSE, CA. 95738 THE DOUBLE BACKFLOW PREVENTION DEVICE ON THE PIRE PROTECTION LINE AFTER THE SPLIT BETWEEN DOMESTIC AND FIRE DBL Double MC Medicine Cabinet UON Unless Othenvise 8, _- "- � PARK a'rv, UT a4o98 PHONE: 408-710-6701 pROTECTiON LINES. � EXISTING CONTOURS Instent stan Florescent lig�t PHONE:415-819-0304 DEMO Demolish MECH Mechanical MECH Noted / �� suRVEY 6. FIRE FLOW SHALL MEET RE�UIREMENTS OF CAUFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS LESS THAN � �andscape light TIM�FORMONE�ESIGN.COM 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT DF Dougles Fir MEMB Membrane UNF Urrfinished � SAVIOR MICALLEF DIA Diameter MFR Manufacturer 92 NEW OR FINISHED CONTOURS Electrical panel 6oard OWNERS LANo suRVEnNc MAY BE REDUCED BY 50 % DIAG Dia onal MIR Mirror VERT Vertical i�� I, MR. +MRS. FOSTER a2� WILDwooD DR. 7. MIN. 1" WATER METER RE�UIRED. 9 �1r' Existin S. SAN FRANGSCO, CA. DN Down MNT Mount(ed) VG Vert. Grain � E a 2229 A�ELINE DRIVE 8.1F AN ELECTRONIC GATE CROSSES THE DR/VEWAY, PROVIDE A KNOX KEY SWITCH CONNECTED TO THE GATE TO ALLOW FOR FIRE �� Delete e�sting BURLINGAME, CA 94010 94080 DR Door MTL Metal q� TOP oF WALL DE PHONE: 805-709-2423 DEPARTMENT EMERGENCY ACCESS. � DS DOWfI SpOUf WB WhItB BfOthBfS b% RE Replace existing TITLE 24 DRA DfBwe� NIC NOtIl1 WD WOOd G�i G Gasoutlet RICKROCKLEWITZ SCOPE OF WORK COfltfeCt WDW Wi�dOw '�/ TOP OF CURB NRG COMPLIANCE INC. Hose bib EA Each NTS Not to Scale WI Wrought Iron � o HB Po Box 3n7 0' Ceilin i�oorsupp�y register SANTA ROSA, CA 95402 1. BASEMENT, FIRST & SECOND STORY ADDITIONS. EL Elevation W/0 With(ouQ '`i �� 9 Q' TOP OF PAVEMENT PHONE:707-237-6957 2. PARTIAL BASEMENT CONVERSION INTO N ADU. ELEC Electrical 0/ Over Wp Waterproof '�j �o Ceiling�tloorrewmregister �% ENCL Enclosure OC On Center WR Water Resistant wau airruser EQ Equal OPNG Opening WSCT Wainscot � VICIN�TY MAP FIXTURE OR EQUIPMENT SYMBOL T.V./Computer Outlet EQPT Equipment OPP Opposite ��' - c EN/ Each Way Central vacuum Inlet - 1 � � YANCpUVE(7 � (�O Existing p Plastic G Automaticgaragetloorswitch � �e j: ' _ � avE F 27-16 PAR Pa�811e1 Alarm control keypatl o � . ` E... ,- q o _ '� . tr s ' t•='�� > ' . •� • w. � o t� MATERIAL SYMBOLS APPLICABLE CODES EXTERIOR FINISHES ; '= f„-, `%' a� ' - � _ > . . r � �. -- Bituminous paving Metal O Sand/ Mortar/ Plaster WALL FINISH: (N) STUCCO TO MATCH (E) HOUSE s, � 2019 California Building Code ROOF: CLAY BARREL TILE TO (MATCH) EXISTING ' ` `• a '° ; � Batt insulation Jr -t- ��- Metal Lath � Wood frame construction 2019 Califomia Residential Code WINDOWS: (N) WOOD/WOOD WINDOWS � r, 16 + F 6• ' +a � Brick Veneer � Marble / tile O Existing consWction 2019 Califomia Plumbing Code SIERRA PACIFIC OR MARVIN, W/ S.D.L. OR EQ. �� ° oe soro ' ^V.• ^ � Stone Veneer i� .i i-ui-r-iu Earth C-� Existing const. removed 2019 Califomia Mechanical Code , nve , 0 Concrete � Wood � Precast concrete 2019 California Electric Code ,co e� ��' � a , 5.. 2019CaliforniaEnergyCode DEFERRED SUBMITALS o. ` a' � Concrete Bfock � Steel 0 Rigid insulation 2019 California Fire Code G�°�s ^� �" ' , � Gravel / Rock fill �� CITY OF BURLINGAME MUNICIPAL CODE 1. FIRE SPRINKLER PLAN (lFREQUIREDJ � � 16 9 ��F : Plywood 0 Gypsum board 2. PRE-MANUFACTURED ROOF TRUSSES (CBC 1603.1) � 2019 Califomia Green Building Standards Code 10. (SUPPIEMENTAL) DEMOLITION PERMIT WILL NO7 BE a.� ; •�' 15 CAL G R E E N B U I LD I N G M EAS U RE CAL GREEN BUILDING CODE CHECKLIST: Single Famity ro be attached to jobsite building set ISSUED UNTIL A BUILDING PERMIT IS ISSUED FOR THE � +> „ y � � „ �- PROJECT �� ` � ' ,.II 7. PV SYSTEM, PER CODE MIN. [TBD) KW o ` - � �'' � �� :+} :Ey 1. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING VNLL BE PROVIDED BY THE BUIL�ER AND INSTALIED AT a iP �"� �.. '"" '- THE TIME OF FINAL INSPECTION. 3019 CGC §4.304.1 � A� r 2.AMINIMUMOF65%OFTHENON-HAZARDOUSCONSTRUCTION+�EMOLITIONWASTERGENERATEDATTHESITEIMLIBE CONSTRUCTION HOURS DUE BEFORE ISSUANCE f - ,,� _�� X 3 DIVERTED TO AN OFFSITE REC"CLE, DIVERS�ON, OR SALVAGE FACILIiV PER CIN OF BURLINGAME ORDINANCE+ T019 CGC §4.408 � ' - 3. AN OPERATION AND MAINTENANCE MANUAL W1LL BE PROVIDED TO THE BUILDING OCCUPANT OR ONMER. Z019CGC §4.4t0.1 1. NO PERSON SHALL ERECT IN i.STORM WATER CONSTRUCTION POLLUTION PREVEMION PERMIT I x°* °�63 � x � �� d. UPON RE�UEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLU�E CONSTRUCTION DOCIJMENTS, PLANS, ( CLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER �aRioa To aeRmir issu�,NCEi >�� . __ - � e SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODSACCEPTA6LE TO THE OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LISTED ONITIALFlELDISREOUIREDBEFORESTARTOFCONSTHUC770NJ � - . „ ' { _ ' �� .�. � BUILDING DIV�SION THA7 W1LL SHOW SUBSTANTIAL CONFORMANCE W1TH THE 2019 CODE RE�UIREMENT.Y019CGC §703.7 2 SEWER BACKWATER PROTECTION CER7iFICATE �i �i� � � x , �^ ,- � y� 16 i�T �i BELOW. (FINISHEOBEFOREISSUANCEJ ,,:i n : � - n � 5. AT TIME OF ROUGH INSTALLFTION, DURING STORAGE ON THE CONSTRl1CT�ON SITE, AND UNTIL FINAL STARTUP OF THE �I6 � - ,u z� ' 3. RECYCLING 8 WASTE REDUCTION FORM (flNISHEDBEFORE � �y H�,nNc, CONSTRUCTION HOURS � ., ' � ' ` _ , , = a ISSUANCE) _ COOLING 8 VENTIL4TING E�UIPMENT, ALL DUCT AND OTHER RELATED AIR �ISTRIBUTION COMPONENTS OPENINGS W1LL BE WEEKDAYS: S:OO A.M. - �:OO P.M. 4. SEWER L4TERAL TEST ENCROACHMENT PERMIT �?� +� - �� ^K�. _ COVERED W/ TAPE, PLASTiC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORGNG AGENCY TO REDUCE THE (p/NISHEO BEFORE ISSUANCE) � � � � � .� s � y AMOUNT OF WATER, DUST, OR DEBRIS THAT MAV ENTER THE SYSTEM. (CGC 4.SOd.1). SATURDAYS: 9:00 A.M. - FI:OO P.M. 5. BMOMD J-NUMBER (FNISHE� 6EFOREISSUANCE) �� > f �': ` �� - 16 = SUNDAYS AND HOLIDAYS: NO WORK ALLOWED s. aaen+nNuvncruaEORooF rRussEs �cac iaoa.i� - d = -° �cos' i Y-.. m'+ + T HIDDEN CONDITION NOTES 7ATTIMEOFfiU/LOINCSUBM17TAL'ANEROSIONCONTROLPLANAND Z `� d ✓ � (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS sriauuTeoNoanwiNcsrHe aeMovn�nNoaeaviceMeNroF t` £9'^"E � SIDEWAIK, CURB, GUTTER, SEWER LATERAL, t WATER LINE TO iHE :a Y •9 `� � �� j"� PUBLIC WORKSDEPART. o i ��. 'ipn- „ Q y�p,��y,Y�yH I � CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS e suaa�eMeNra�oEmounoNaeRMiTnaaucarioNpFaeomaev� / 4 -'s` 1. Any. hidden conditions that require work to be performed beyond the scope of the building permit issued AND NON-GTY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. wiu ee sueMirrEo nr rinnE oF eui�oiNc suemirTn�, ruore: rHe = 4_:� V Q��,=�a �� ,: �:° ;'„ �`°•""°`°", tde""""""`""" Q�,.��„E��.��a.:.x for these plans may require further City approvals including review by the Planning commission. oenwunoNverrmirwn�NorseissueouNrnaem�.nrNcr�nnrrs F __ ___ +�$zOns�_�..r�u wro�y Q 5� ,. _,. .y .M _ _._, ISSUEO FOR PFOJEC7. S ITE � �i u ro'� Q o0 ��__ � � ��: � �: � �1 �1 � i •, 'sgt > �.�� U , G , L 0 ai '.��a ;� N , ,a U � ,' 0 � ;� : '- n.�� I a �o'� H W � C� z r-i 2 � O � � I � �.. - � 0 _ `< a dE_ „ �� ., � -0cai SIL'JER SPk:'rIGS C3I'iE Paii Cit}r� UT 8;098 - ;'.S.B19.Oi0? _ _'_. .:..=�.�c..,.._..:°I�,�.�0}f �� ' form one � DESIGN ■ PLANNING � W E I� , IO wlo 0 � , a u,� Q � W � � � ,� � CS. � � a�i 3 W � U (� i � �� C U a -� a� F" � � � �; Ca � b� �� N S-I �i .. I �" N W � a E. .. � T1.0 Sheet Scale: SeeDetails MECHANICAL NOTES�. 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA MECHANICAL CODE (CMC) AND ALL APPLICABLE FEDERA�, STATE AND LOCAL CODES. 2. MECHANICAL CONTRACTOR TO ACCEPT SOLE RESPONSIBILITY FOR PROPER DESIGN AND INSTALLATION OF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BY OTHER FOR SPECIFIC INFORMATION. 3. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR TO DESIGN AND INSTALI. SUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH. CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE AND CONFIGURATION OF DUCTS AND REGISTER. SEE SHEET INDEX FOR LOCATION OF TI7LE 24 CONFORMANCE WORKSHEETS AND ENERGY COMPLIANCE NOTES WITHIN THIS SET. HVAC DUCTS LOCATED IN ATTIC SPACE SHALL BE PLACED AS CLOSE TO PERIMETER AS POSSIBLE 50 AS NOT TO INTERFERE WITH USEABLE ATTIC STORAGE SPACE. 4. MECHANICAI LAYOUT SHOWN IS SCHEMATIC AND IS SHOWN FOR DESIGN INTENT ONLY. 5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED APPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) & CPC. VERIFY DUCT SIZE WITH MANUFACTURER'S SPECIFICATIONS. 6. FURNACES OR BOILERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE (CMC) 7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SHALL BE LOCATED WITHIN THE UPPER AND LOWER 92 INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATE AND SHALL NOT BE OBSTRUCTED. 8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS AS REQUIRED BY CMC. WATER HEATERS TO BE SECURED WITH A MINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THE UPPER AND LOWER THIRD OF THE UNIT. 9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE) FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OF INTERIOR CONDITIONED SPACES. 10. VERIfY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BY OWNER. 12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN VENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY OPENINGS INTO THE BUILDING AND BE PROViDED W1TH BACKDRAFT DAMPERS. 13. AT NEW FORCED AIR FURNACE INSTALLATIONS PROVIDE 3' MIN. WORKING SPACE ALONG EACH SIDE (WITH A TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED), BACK AND TOP OF FURNACE. 14. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. PLUMBING NOTES: 1. VERIFY AlL FIXTURE LOCATIONS VNTH OWNER PRIOR TO INSTALLATION. 2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY OWNERS. 3. ALL NEW WATER CLOSETS SHALL BE 128 GALLON/FLUSH MAXIMUM. 4. NO DISHWASHER MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED AIR-GAPS SHALL BE INSTALLED WITH THE FLOOD LEVEI MARKING AT OR ABOVE FLOOD LEVEL OF SINK OR DRAINBOARD, WHICHEVER IS HIGHER 5. (N) ELECT. WATER HEATER, SEE TITLE-24, CONFIRM WITH OWNER, RECIPROCATING PUMP AS OPTION. ELECTRICAL NOTES: t. ALL WORK SHALL COMPLY VNTH THE CALIFORNIA ELECTRIC CODE (CEC) AND ALL APPUCABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES. 2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED AT CRAWL SPACES AT OR BELOW GRADE, AND OUTDOORS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION. ALL RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER (G.F.C.I.) PROTECTION. 3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A DETECTOR HALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT S CENTRALIY LOCATEO IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. A DETECTOR SHALL BE INSTALLED ON EACH LEVEL OF A MULTI-STORY DWELLING, INCLUDING BASEMENT LEVELS. IN SPLIT-LEVEL OR MULTI-LEVEL FLOORS, A SMOKE DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS SLEEPING AREAS. WHERE THE CEILING HEIGHT OF A R OM OPEN TO THE HALLWAY SERVING THE 0 BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES, SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER'S INSTRUCTIONS. WHEN THE VALUATION OF AN ADDITION OR REPAIR EXCEEDS $1,000.00, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN AN EXISTING DWELLING, THE ENTIRE DWELLING SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS RE�UIRED FOR NEW DWELLINGS. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE E�UIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIESARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. SMOKE �ETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN EXISTING BUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIAL POWER, OR IN 8UIl01NGS WHICH UNDERGO ALTERATION, REPAIRS, OR ADDITIONS REGULATED AS OUTLINED ABOVE. 4. TELEPHONE OUTLETS TO BE PREWIRED BY SUBCONTRACTOR. CONTRACTOR TO COORDINATE AS RE�UIRED. VERIFY LOCATION OF ALL TELEPHONE OUTLETS WITH ONMER PRIOR TO INSTALLATION. 5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES, ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE MAINTAINED AT LEAST 241NCHES APART. 6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED '12 FEET MEASURED HORIZONTALLY ALONG THE WALL. 7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM; IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGES, AND DETACHED GARAGES WITH ELECTRICAL POWER, AND OUTDOOR ENTRANCES OR EXITS. 8. PER CEC, LIGHTING FIXTURES LOCATED WITHIN CLOTHES CLOSETS SHALL BE MOUNTED ON THE WALL ABOVE THE DOOR OR ON THE CEILING. CLEARANCES SHALL BE AS FOLLOWS: A. SURFACE MOUNTED INCANDESCENT FIXTURES- 12" 8. SURFACE MOUNTED FLUORESCENT FIXTURES- 6" 9. ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDING NECESSARY TEMPORARY POWER. 10. VERIFY ANY AND ALL LAN�SCAPE LIGHTING AND SWITCHES VNTH ONMER PRIOR TO INSTALLATION OF ROUGH ELECTRICAL. 11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED AND PURCHASED BY ONMER. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 13. AlL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER PER 2019 CALIFORNIA ENERGY CODE AND RATED IC OR APPROVED EQUAL MEETING UL RATING OR OTHER TESTING /RATING LABORATORIES RECOGNIZED BY THE ICC. 14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW ELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICAL WORK SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND APPLICABLE CODES, STANDARDS AND REGULATIONS FOR BUILDING LIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTOR TO PROVIDE COMPLETE DESIGN-BUILD ELECTRICALSYSTEM AS REQUIRED TO PROVIDE THE (NEV� SERVICE SHOWN (SCHEMATICALIY) ON THE DRAWINGS. GENERALNOTES: ALL WORK SHALL COMPLY W/ THE 2019 EDITION OF THE CA. BUIIDING CODE AND ALL OTHER CODES AND REQUIREMENTS, IN THEIR MOST RECENT EDITION INCLUDING THE FOLLOWING: 2099 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CAUFORNIA ELECTRICAL CODE 2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIES AND TRANSPORTATION NECESSARY FOR A COMPLETE AND PROPER EXECUTION OF THE WORK IN AN ACCEPTABLE INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANY REQUIRED PERMITS FOR THIS OR HER WORK. 3.THE MIN. ACCEPTABLE QUALITY OF MATERIAIS, WORKMANSHIP, AND METHOD OF INSTALLATION SHALL MEET THE FOLLOWING CRITERION: CONFORM TO THE AMERICAN NATIONAL INSTITUTE STANDARDS WHERE SUCH STANDARDS EXISTS. 4. CONTRACTOR SHALL PERFORM ALL ADDITIONAL ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK REQUIRED BY THE BUILDING DEPARTMENT. 5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC. 6. DO NOT SCALE DRAVNNGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER FOR REVIEW. 7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED, (U.O.N.) 8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLE WITHOUT APPROVAL FROM THE DESIGNER. 9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. 10. CUTTING AND DEMOLITION SHALL BE DONE BY METHODS, WHICH VNLL AND WILL NOT JEOPARDIZE STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION AND VNLL NOT DAMAGE PORTIONS TO REMAIN. 11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR, AS NECESSARY, ANY UTILITES. INCLUDING BUT NOT LIMITED TO: ELECTRICAL, MECHANICAL, PIUMBING, AND FIRE SPRINKLERS. WHERE PARTITIONS ARE SCHEDULED FOR DEMOLITION OR ARE NO IONGER OPERATIONAL OR IN SERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAIN FULLY OPERATIONAL. 12. IN GENERAL, THE OWNER RESERVES THE RIGHT TO RETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROM THE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BY THE OWNER ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST PROTECTION ANDlOR BARRICADING REQUIRED TO PROTECT ADJACENT SPACES AND EXISTING FINISHES. CONTRACTOR OS RESPONSIBLE TO REPAIR ANY DAMAGES CAUSED BY CONTRACTOR OR THEIR SUB-CONTRACTORS. 14. PATCH AND REPAIR ANY DAMAGES TO FLOORS, WALLS, CEILWGS, HARDWARE, FIXTURES, WINDOWS, ETC. AS A RESULT OF THE DEMOLITION PROCESS. MATCH EXISTING ADJACENT FINISHES AS CLOSELY AS POSSIBLE. 15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OF ANY MATERIALS AND/OR EQUIPMENT, OR WITH THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL CLARIFY THE QUESTIONS W/ THE DESIGNER BEFORE PROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/O THE DESIGNERS AND OR OWNERS APPROVAL. 16. TOTAL THICKNESS OF NEW WALLS SHALLMATCH THAT OF ADJACENT WALLS. 17. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF WORK THAT MAY BE RE�UIRED TO MAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EX AVATION OR OTHERWISE ALTERING THE T TAL WORK OR ANY PART C O OF IT. ALL PATCHING REPAIRING, AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGE IN EXECUTION OF WORK, SHALL BE DONE W/ APPLICABLE MATERIALS SO THAT SURFACES REPIACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMItAR SURFACES. 18. ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TO DISTURB ANY OTHER TENANTS IN THE BUILDING. ANY WORK THAT WILL DISTURB ANOTHER TENANT, ABOVE OR BELOW, OR IN THE FLOOR , SHALL BE PERFORMED MOST EXPEDITIOUSLY AND THE DISTURBED TENANT SHAIL HAVE FULL USE OF THE PREMISE. 19. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE W/ JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. ANY CUSTOMARY AND NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED AND REQUIRED TO COMPLETE PROPERLY THE WORK OUTLINED SHALL BE FURNISHED, EVEN IF NOT SPECIFICAILY SHOWN ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATION. 20. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION CLEAN-UP, DURING AND FINAL. 21. THE AMERICANS WITH DISABILITIES ART (ADA) IS SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THESE PLANS AND ANY ACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENT THE DESIGNER'S OPINION REGARDING ITS INTERPRETATION OF THE ADA AS IT APPLIES TO THE SUBJECT PROJECT. IT IS NOT IN ANY WAY A WARRANTY OR GUARANTEE THAT SAID PLANS COMPLY VNTH ANY OR ALL POSSIBLE INTERPRETATIONS OF THE ADA BY OTHERS. 2020 �URLINGAME REACH COD� CHECKLIS7 BURLINGAME FOR NEW SINGLE FAMlLY RESIDENTIAL CONSTRUCT/ON �'�' PROJECT ADDRESS: z2z9 ADELINE OR BURLINGAME, CA 94010 027-161•160 TIM R,4DUENZ l APN. APPLICANT NAME. I 1. ENERGY EFFICIENCY AND ELECTRIFICATION A project is deemed New Constructlon if It is a new building, from the ground up, or if the value of the addition(s), alteration(s) and repaire to an existing building is greater than 50% of the currenl replacement value of the existing building or structure as determined by the building official, and it Includes new heatlng, cooling, (if present), and ventilation. Note: all projects must comply with mandatory elements of the 2019 Building Energy Efficiency Standards as well as this Reach Code. Choose All-Electric, or All•Electric Readiness: ❑ AIl-Electrlc. ❑ No natural gas or propane appliances. ❑ No gas meters or propane Infrastructure. ❑ Compliance with energy efficiency slantlards required by the State (no atlditional local energy efticiency requlrements). OR 0 AILElectric Readinees. Check the box for each appliance which uses natural gas or propane antl confirm thet the elecirical requirements are met for each: 0 RangelCooktop - Dedlceted 208I240V, 50A capacity receptacle within 3 feet 0 Fireplace, or Fire-pit - Receptacle with equivalent capacity, within 3 feet SOLAR PHOTOVOLTAIC 0 A pholovoltaic system will 6e installed, sizetl per equation 150.1(C). ❑ This project is exempt, based on excesslve shading andlor insufficient roof space), and therefore includes: Compliance with exceptions under the 2019 Building Energy Efficiancy Slandards (Ezceplion 6 to Section 110.10(b)1A, or Exception 4 to Section 110.10(b)70): ❑ Installed solar domestic weter healing system, OR ❑ Demand responsive thermostat(s) plus one of the following: ❑ EnergySlar Oishwasher ❑ Home Automation System ❑ Greywater IrrlgaUon ❑ Rainwaler Catchment Syslem For more information, please visit: httos://www.bur9inoame.oroldepartments/buildinq/reach codes.ohp, or contact Green Building Specialist Joe McCluskey: ImccluskevCc�burlinqame.orq, 650.5587273. 10-16�2020 2 3. GREEN BUILDING CCI The permit application includes a completed 2019 Burlingame CALGrean Residential checklist. Download at: www.burlinoame.orqldepartmentslbuildinalforms and tlocuments oho#outer-46. 4. ELECTRIC VEHICLE (EV) CHARGING AND READINESS 0 Com Iles with the C Ilf rnl r il in r p a o a G een Bu d g Standa ds Code Section 4.106.4; 0 Complies wiih EV charging requirements specified below: Single Famlly, Duplex, or, Townhouea� with attached privete garages 0 One parking spece has a Level 2 EV Reatly Circult 0 If there is a second parking space, H has a Level 1 Reedy Space. 0 Meets requiretl minimum electrical capecity ' Dafinilions c EV Level 2 Ready Circult: A parking space equipped with a raceway, wiring, recepteGe, arM elecVlcal capacity to the EV charging sta6on. A minimum 208V/240V, 40 amp ci�cuit wiN receptacle lebeled "EV Vehicle OuUeP or, electrical vehicle supply equipmenl with a minimum output ot 30 amps. o EV Level 1 Ready Space: A parking space equipped with a receway, wirinq, receplacle, end electricel capaciry to Ihe EV charging statlon. A minimum 110V, 20 amp circult with receptacle labeled "EV Vehicle OuUeY or, electrical vehicle supply equipment. 5. VERIFICATION This form nas been completed by TIM RADUENZ ��ame) of FORM+ONE __�company), the archilect, designar, or qualified graen building rater for the above listed project who verifies that if accurately repreferyts the projecl plans. I ;.t�-�-j 01.14.22 Signature Defe TIM RADUENZ Nama For more information, please visit _h_ttps:!/www.burlinqame.orq/deoartments/buildinq/reach codes.ohq or contact Green Building Specialist Joe McCluskey: imccluskevno burlinaame.orq, 650.558J273. 10-162020 REACH CODE , Scale: NA GN 0 � Q i'4_f_ 4? �'� s1 uuu �, S: a:S;� �8fi: ea� � ��<,.,_.�� i� � ;m .� � � � � � O � r-I I � � I � N 0 z a � 48-03 SILV2R SPRINC.S ]R�'!6 �h�' ;:iCy, �JT 890?8 ;:-15.'c15.6:0i �-na_: r_�aa�oacio_.T�ss.err.eoet N„` � � form� one DESIGN ■ PLANNING a W E� � O W z O a W � � . a.�+ ul o a � � cC Q N � C V � � .� ,� F n. 0 � � ,'� O -�-i �' S-1 61 C] N U G � N .-a � N rt3 � � rn � N � N � N LY1 GN Sheet Scale: SeeDetails � v � m 0 � c 0 � m � 5 N x > a,G�,, ,�. 3 �^ % � . � EXISTING LANDSCAPING �, Scale: NA GN ` , �:�` ;y\ �C <� ` _ `� '�.. •,, , _ ::: :�..-,.�... _ti- ;.� �:- � � \ F w � � z H z � a a 0 � � � � � ,.. � N �'� O , z a �, �: ., m „ � � �J_}n i'1' �Er09S:':� .., S.P19.03GJ �-na_.. ':'.N.�FO�iMO*�'EGE�Ii,::.�CM1I I _ � �� form-= one - DESIGN ■ PLANNING oA C .� X W � O � O O � a ti � "�� -� a�y �; a a� oon uuu ��a a�� n.� a W E-� � O [� z 0 0 �� o � � U q � � N U � � � � � ca -� o� � � � .� � � • N � �" N 0.l PH Sheet Sca1e: SeeDetails � � � � ;� v � ro 0 � 2019 CALIFORNIA GREEN BUILDING CODE Green Building Measure Plan Sheet, Green Building Measure Pian sneec, BURLINGAME RESIDENTIAL CHECKLIST And details And details Duct insulation: minimum (R-6) required. 2019 CEC §150.0 (m) 5 ME2.Ott36 Where resi�ient flooring is installed, at least 80%of the floorarea receiving resilien[ flooring will New residential buildinps must be desrgned to include the Green Building Duct leakage testing: 5% with air handler. 2019 CEC §150.0 (m) 11 ME2.0 #39 comply with the California Green Building Code requirements. 2019CGC 44.504.4 A2.0 POL.CTRL. #4 � Water heating: 120 volt, 20 Amp receptatle < 3 ft., Cat III or IV vent, condensate drain, Hardwood plywood, particleboard, and medium density fiberboard composite wood products Mandotory Measures specrfied in this checklist. These Green Building shall comply with the low formaldehyde emission standards. 2019 CGC §4.504.5 A2.0 POL.CTRL. #5 and gas supply line capacity of at least 200,000 Btu / hour. 2019 CEC g150.0 (n) MEz.o aat Mandatory Measures also apply to additions or alterations of existin4 residential buildinqs -- IN7ERIOR MOISTURE CONTROL 2019 CGC y4.505 Third-party HERS verification for ventilation and indoor air quality. 2019 CEC §150.0 (o) ME2.o �a2 ( � which increase the building's conditioned oreo, VOIUI172, orsize. These requirements apply Maximum U-factor (0.58) for fenestration and skylights. 2019 CEC §150.0 (q) A9.0 CG#8 A�apillary breakwill beinstalled if a slabon gradefoundationsystem is used. 2019 CGC §4.505.2 A2.0, #20 0I1/ ro rhe s eo ic area o addition or olteration. 2019 CGC §301.1.1 Building materials with visible signs of water damage will not be installed. Wall and floor Y P f f INDOOR WATER USE (2019 CGC §4.3) ___ freming will not be endosed when the framing members exceed 19%moisture content. A2.o, #21 The effective flush volume of water closets will not exceed 1.28 gal / flush. 2019 CGC 44303.1.1 Moisture content will be verified prior to finish material being applied. Replace wet insulation Permit Number: - Pro�ect Address: 2z29 ADELINE DRIVE For dual flush toilets average two reduced flushes with one full flush. � The effective flush volume of urinals will not exceed 0.125 gal / flush. 2019 CGC 44•303.1.Z products, or allow to dry before endosure. 2019 CGC §4.505.3 Maximum flow rate for showers shall be 1.8 GPM, at 80 psi, 2019 CGC 34303.1.3 A2.0 / NOTE #37 �NDOOR AIR QUALITY AND EXHAUST (2019 CGC §4,506) Specify which sheet includes the Meosure, and add specific detoils listing Exhaust fans that are ENERGY STAR com liant, ducted and that terminate outside the buildin Maximum flow rate for lavatory faucets shall be 1.2 GPM, at 60 psi. 2019 CGC §4.303.1.4.1 P � ME2.0 ff49 WI1el'2 tI12 ITIBQSG�2 IS IOCQtE(1 OII thpt /Jp9E. II7ClUd2 eXaCt C0f12 52Ct10115 O►1 pIpI15. Maximum flow rate for kitchen faucets shall be 1.8 GPM, at 60 psi. Can [emporarily increase to will be provided in every bathroom (bathtub, shower, or shower/tub combo).2019 CGC 44.506.1 2.2 GPM, but must default back to maximum flow rate of 1.8 GPM 2019 CGC 44.303.1.4.4 Unless functioning as a component of a whole-house ventilation system, fans must be Green Buildin Measure Plen $h22t, OUTDOOR WATER USE (2019 CGC §4.4) controlled by a humidiry control. _ 2019 CGC §4_5061 g ENVIRONMENTAL COMFORT (2019 CGC §4.507) And details Residential developments shall submit a California Department of Water Resources' Model Water Use Efficient Landscape (MWELO) checklist. 2019CGC 44.304.1 A1.0/#1 The heating and air-conditioning system will he sized, designed and have their equipment SITE DEVEIOPMENT (2019 CGC §4.106) selected using the following methods: Heat loss/Heat Gain values in accordance with ENHANCED DURA8ILITY AND REDUCED MAINTENANCE (2019 CGC 44.406 ME2.o u5� Projects that disturb less than less than one acre shall develop and implement a plan to manage AN51/ACCA 2 Manual 1-2016 or equal; Duct systems are sized according to ANSI/ACCA 1, Manual s[orm water drainage DURING CONSTRUCTION. A BMP page is sufficient. 2019 CGC §4.106.2 SW / A1.0 CG#1 Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at D-2016 or equivalent; Select heating and cooling equipment in accordance with AN51/ACCA 3, exterior walls, shall be protected against the passage of rodents by closing such openings with ME2.0, #47 Plans shall indicate how Grading and Paving will prevent surface water flows from entering Manual 5-2014or equlvalent. 2019 CGC 44.507 buildings. Exception: Projects that do not alter the drainage path. 2019CGC 44.106.3 A1.0 CG#2 cement mortar, concrete masonry, or similar method acceptable to the enforcing agency. INSTALLER AND SPECIAL INSPECTOR QUALIFICATION (2019 CGC §702) 2019 CGC §4.406.1 Electric Vehicle (Ev) Charging, parking spaces: comply with relevant sections. 2019 CGC ga.106.4 G2.o/A1 CG#3 CONSTRUCTION WASTE MANAGEMENT (2019 CGC §4.408) HVAC system installerswill betrained and certified in the proper installation of HVAC ME2.o #52 ENERGY EFFICIENCY Recycle and/or salvage a minimum 65%ofthe non-hazardous construction and demolicion waste. systems and equipment by a recognized training/certification progra m. 2019 CGC §702.1 (2019 CGC and the 2019 California Building Energy Efficiency Standards) This is not applicable to soii and land clearing debris. 2019 CGC §4.408 Ti.o CGk2 When required by the enforcing agency, shall employ Special Inspectors 2019 CG §702.2 ME2.0 #50 2019 Energy Code performance (T-24) compliance documentation must be provided in BUILDING MAINTENANCE AND OPERATION �2019 CGC §4.410) VERIFICATION (2019 CGC §703) 8-1/2" X 11" format, and must be replicated on the plans. 2019 CEC §150.1 (b) ME4.0.4.1/42/4.3 An operation and maintenance manual will be provided at final inspection. 2019 CGC 44.410.1 Upon request, verifica[ionofcompliancewiththistodemayincludeconstructiondocuments, plans, BUILDING ENVELOPE INSULATION, climate zone 3, Table 150.1-A, and B: A2.o ,#7 For buildings with more than 4 multi-family units provide for recycling. 2019 CGC §4.410.2 T�.o specifications, bullder or installercertification, inspection reports, orothermethodsacceptable to T�.O CG#a Below Roof Deck, No Insulation is required. Not Required FIREPlACES (2019 CGC §4.503) the Building Dlvislon that will show substantial conformance with the 2019 Code requirements. Ceiling Insulation, Minimum R-30 Insulation Required. A2.0, #3 Any installed gas fireplaces will be direct-vent, sealedtombustible type. 2019 CGC §4.503.1 2019 CGC 4703.1 A2.�, #1 Any installed woodstove or pellet stove shall comply with U.S. EPA NSPS emission limits. A2.0 / ME2.0 RES onsible Desi ners Declaration Statement Contractors Deciaration Statement Radiant Barrier, Required, per Section 110.8(j) and Reference Residential Appendix RA4. -- - P B qZ p pg POLLUTANT CONTROL (2019 CGC §4.504) y certi that this r Walls, Above or Below Grade, meet standards in Table 150.1-A, or B. -_ __- --- --- -- -_ --- --___ ______ __. _._-_.__ ___ I hereb fy p oject has been designed to I hereby certify, as [he builder or installer, under permit Floors, Slab perimeter NR, Raised R-19, Concrete Raised U Factor 0.269. A2.0, #4 At the time of rough installation, during storage on the construction site, and until final startup meet the requirements of the 2019 Green Building listed herein, that this project will be constructed to of the HVAC equipment, all duct and other related airdistribution componentsopeningswill be Code. meet the requirements of the 2019 Green Building Code. Quality Insulation Installation Inspection (QII) is Required by a third party. AZ �� covered with ta e, lastic, sheet metals, or other methods acce table to the enforcin a enc - -- p P P � B Y Name: Name: Hot water piping insulation required: 3/4 inch or larger. �019 CEC 4150.0 (j) 2 A i, ii, iii AZ o, #Z8 to reduce the amount of water, dust, or debris that may enter the system. 2019 CGC 44.504.1 ME2.0 #48 TIM RADUENZ - FORM+ONE Lighting: luminaires shall meet the requirements in Table 150.0-A, 2019 CEC §150.0 (k) ME2.0, #'I Adhesives, sealants, and caulks used on the project shall follow local and regional air pollution Address: 4843 SILVER SPRINGS DRIVE Address: Fenestration Maximum U-factor 0.30. No SHGC requlrement. Table 150.1-A, and B A9.D, CG#e or air quality management district standards. 2(ri9CGC §4.504.2.1 A2.0 POL. CTRL. #7 City/State/Zip Code City/State/Zip Code Maximum Total Area, 20%, no maximum for West Facing Area Table 150.1-A, and 8 A9.0, CG #10 Paints and coatings will comply with vOC limits. m19CGC 4a.5o4.2.2 A2.0 POL. CTRL. #9 PARK CITY, UT 84098 DoorMaximumU-factor0.20. Table150.1-A,and6 A9.O,CG#11 AerosolpaintsandcoatingswillmeettheProduct-weightedMlRlimitsforROC,andcomplywith Signature: ^ Signature: Whole House Fan, none required in climate zone 3. Table 150.1-A, and B ME2.o, #3 percent VOC by welght of product limits, Regulation 8, Rule 49. 2079 CGC 44.504.23 A2.0 POL CTRL. #6 Date: 04,06.22 '~�J� Date: PV: new low-rise Yesidential only, per equation 150.1-C, Annual Photo VOltaiC Output TITLE SHEET! Documentation shall verify compliance for VOC finish materials. 2019 CGC 44.5041.4 q2.0 POL. CTRL. #2 + TITLE 24 Carpet systems will meet CALGREEN testing and product requirements. 2019CGC §4.504.3 q2,0 POL. CTRI. #3 2 3 N � 0 � m � 5 � a C 0 � � a � u u N m 0 a��.�� v� H w � C7 z z � a 0 � i � � i N 0 � z W � �sa ti _ e, o.. :��;�;;t- y�.�i�oa E-^.a'.1: '�'�IM': � O�:CVECES=�:i. C011 �� form� one �F.srr,N ■ Pr.unmrT a W H � O Ga z 0 0 a � � � y o � �r U q � � • N U � � a.�,� � � � v ro ca � � az' � _� rn � ' N S-1 %� N CQ � � � �. C7 � U � � F CG Sheet Scale: See Details v � ro 0 SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. �onstruction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Non-H�ardous Materials ❑ Berm and covcr stockpilcs of sand, dirt or oNicr construction mafcrial �vitl� t�rps �vhen r�n� is forecast or if not activcly bcing used within 14 days. ❑ Usc (but don't ovemse) reclaimcd �catcr for dust control. A�ar�luus Materials ❑ Label all hazardous matcrials and hazardous wastcs (such as pesticides. paints, thinners, sohents, fucl, oil, mid antifreeze) in accordance �4itli cih, counh. state and federal regularious. ❑ Store hazardous materials and �aastes in �iater tiglil containers, slore in appropriatc secondary contaiuutcnt, and co�-cr thcm at thc cnd ol' every work day or di�ring �vct wcathcr or �vhen rain is forecast. ❑ Follo�v manufacWrer's application instnictions for hazardous materials �nd bc cazcfid not to usc morc tl�an ucccssary. Do uot apply chernicals outdoors wl�en rain is forecast w°ithui 24 hours. ❑ P.rrangc for appropriatc disposal of all harardous wastcs. Waste Mann�ement ❑ Cover i�aste disposal containers securek with li�rps at tlie end of e��ery work da} and during wet weatl�er. ❑ Chcck wAste disposal containers frequentlp for ]caks and to makc swe the} are not overfilled. Ne��er hose down a dumpster on the conslruclion sile. ❑ Clean or replace portable loilets, and inspect them &equenily for leaks and spills. ❑ Dispose of all wastes and debris properly. Rccycic malenals and wastes dilt can bc recycicd (such as aspl�alt, coucrete, aggregate basc matcrials, wood, gyp board, pipc, ctc.) ❑ Dispose of liquid residues from �aints, thinncrs, solvents, glues; and cleaning lluids as hazardous waste. Construction Entrances and Pcrimeter ❑ Establish and maullain etTective perimeler controls and stabilize all construction entrances and esits lo sufficienlly control erosion and sedimenl discharges from sile and tracking off site. ❑ S��-eep or vacuum any streel Uacking immedialely and secure sediment source to prevent further tracking. Never hose down slreets to cican up trackin�. Equi�ment Management & Spill Control �,�.r„ � �'�'-� I�'; ' �. � �'� � Maintenamce and Purlcing ❑ Dcsiy�ate an azea,liiYcd �vitl� appropri�te BMPs, for vehicle and equipment parking and storage. ❑ Perforni major maintenance, repa'ujobs, and �ehicle and cquipmcnt wasliing ofP sitc. ❑ If rcfucling or vchicic maintcnance nmst bc donc onsitc, work in a bermcd �rca away from storm drains and over a drip pan or drop clolhs big enough to collect tluids. Recycle or dispose of (luids as hazardous waste. ❑ If vclucic or equipment cleaning must be donc onsite, cfean with ��ater only in a bermed area thal «�ill not allo�c rinsc �vater to rwi into gutters, streels, storni drains, or sivface waters. ❑ Do not cleau vehicle or equipment onsite usin� soaps, sohenls. degreasers, or ste�m cleaning equipment. Spill Prevcntion xnd Control ❑ Kcc s ill cicaiw matcrials e. . ra s absorbcnts and P P P i B, B. cat littcr) a� adable at tlic consUuction site at all tunes. ❑ Inspcct vchicics uid cquipmcnt Frequcntly for and repair lcaks prompd}. Usc drip pans to catch leaks muil repairs aze made. ❑ Clean up spills or leaks immediately and disposc of cleanup materials properl}. ❑ Do not hose down surfaces whcre fluids havc spilled. Use dry cle�nup methods (absorbcut materi�ls, cat litter, and/or rags). ❑ Sweep up spilled dry roalerials immediately. Do nol try to wasl� them awa,y with water, or bury dicui. ❑ Clean up spills ou dirt areas by digging up and properly disposing of conta�ninated soil. ❑ Report siguificant spills u�unediatelc. You aze requucd b�� la�a- to report all significant releases of har.ardous matcrials, includiug oil. To rcport a spilL l) Dial 91l or your local emergency response number, 2) Call the Govcrnor's Ot�icc of Emcrgencv Sercices Warning Ccntcr, (800) 852-7�50 (24 hours). Earthmoving 'v' ..._M i� � r- . ,,P L.' .:;�,. �'.�^ j� 'l; � �.. a� . . �� : ;� : :i:,�,_ i ❑ Schcdule grading and cscavation ��ork during drr wcathcr. ❑ Stabilize all dcnudcd arcas, inslall and maintain tempor�r` crosiotl controls (such as crosiou control fabric or bondcd fibcr matris) until vegctution is establisl�ed. ❑ Rcmove existing vegetaUon oiily �ahen �bsolutel} uccessarr,and seed or plant vegelation for erosion conhol on slopes or �ahere construction is not immedialeh planned. ❑ Prevenl sedimenl from migratin� ofTsile utd protect slom� drain inlels, gullers, dilches, and drninage courses by inslulling and maintaining aprropriate BMPs, sucli as fiber rolls, sill fcnces, sedimcnt basins. gravcl bags, bcnns, ctc. ❑ Keep excavated soil on site and transfer it lo dump trucks on silc, nol in lhc 5treCts. Contaminaced Soils ❑ IF any of the following conditions are obsen�ed, test for contamivation uid cont�ct tlie Regional Water Qualit} Conlrol Board: - Unusual soil condirions, discoloration, oi odor. - Abandoned undcrgroiwd tanks. - Abandoned �vclls - Buried barrels, debris, or trash. Paving/Asphait Work ❑ Avoid pa�ing and seal coating in ��et weathcr or ��hen rain is forecast, to prcvent materiafs Lhal have not curcd from contacting storm�vlter runoff. ❑ Cover stomi draiu inlets �id ma�ilioles �vlicn applying seal coat, lack coal, slurcy scal, f'og seal, ctc. ❑ Collect and recycle or approprialdy dispose of csccss abrasivc graccl or sand. Do NOT sweep or wash it urto gutters. ❑ Do not usc walcr to ��ash do��n Cresh �sphalt concretc pavcmcnt. Sawcutting & AsphultlCuncrete Remu��al ❑ Protcet nearby stomi drain vilets wlien saw culting. Use filter fabric, calch basin inlct filtcrs, or gravcl bags to kecp slurry out of the stonn drain s,ystem. ❑ Shovel, abosorb, or vacuum sa�+-cut slurry a�id disposc of all �vastc as soon as you arc finislied in oue locatioii or at die cud of cach «ork da� (��hichever is sooncr I). ❑ If sa��cut slurry entcrs a catch basin, cican it up inuucdiateh. Concrete, Grout & Mortar Application y � ", �9 _ *� � �` �4 i '"� � ❑ Storc concrctc, grout, �nd mortar a��ay from slomi drains or �vaterwars. and on pallets under cover to protect tliem from rain, ruuoff, and wind. ❑ Wash oul concrele equipmenlllrucks ofTsite or in a designaled washoul arca, where the �a�ater will Ilow inlo a tempornry ��aste pit, a�id in a manner thatwill pre�eul Icaelting inlo llie underlying soil or onto sunowiduig areas. Lct concrotc liarden and disposc of as garbagc. ❑ When �cas6ing esposed aggrcgate, pre�ent washwater from cntcriug stomi drains. Block any inlets and vacuwn gntters, liose �vashwater onto dirt areas, or drain onto a bern�ed surface to be pumped and disposcd of properly. Landscaping .. rG'� <��`\ -1 % l � ` \�. ! �-_•� � �� : ` � ti.�. ❑ Protect stockpiled ]a�idscapiug materials frotn �iind and rain by storing thcm under tarps all year-round. ❑ Stack bagged material on pallets and under covcr. ❑ Discontuiuc application of any erodiblz landscapc material �citliin 2 days before a forccast rain e�ent or during «ct weatlier. Painting & Paint Removal Painting Cleanup tu�d Removal ❑ Ncver cicnn Uruslies or ru�se paint containers inlo a street, gulter, slorm drain, or slream. ❑ For nater-based paints, paint out bruslies to ilic estcnt possiblc. and rinsc uuo a drain tlial goes to lhe sanitary sewer. Neccr pour paint do��n a storni drain. ❑ For oil-based painls. paint out bnishes to the e�tent possible and cleau wilh thinner or solvcnl in a proper contaiucr. Filtcr and reuse il�inners and soh ents. Disposc of cxccss liquids as hazazdous w�stc. CI Painl chips and dust from non-liazardous dry slripping and saiid blasting may be swept up or collcctcd in plastic drop cloths and disposcd of as trasli. ❑ Clictnical paint stripping residuc and cliips and dust from marine paints or paints contaviing lead. �uercun�, or uibutyltut must be disposed of as hazardous waste. Lead based paint removal requires a state- ceRified contractor. Dewatering d�� .± �l �') � � ��' r� � --. � .� ..� ❑ Discharges of groundwater or captured rwiolT' from de«�alenng operations musi be properly managed and disposed. When possible send dewatering discharge to landscapcd arca or sauitan sewcr. If discliarging to the sanitary scwcr call your local wastewalcr treamient plant. ❑ Divert run-on water from o[T'sile away from all disturbed azeas. ❑ When dewatering, notify and oblain approval Gom lhe local municipality beforc discliarging water to a strect gutter or stomi draui. Filtration or divcrsion tluough a basin, tank, or sediment trap ma} be requued. ❑ In areas of laio�vn or suspected contaminalion, call }our local agenc� to determu�e wl�ether the ground water must be tested. Pumped gromidwatcr may necd to be collectcd and hauled off-sitc for treahnentand properdisposal. > v a �> E.�� E� W � C9 z H z � a, 0 � � � i � 0 z a � a.�, s.:,�;�n seu:,r,s cr,cre Fac'c City, 'JT Pe099 Ph: 115.815.0309 _-:t.a1.: T'N.@FORI�tONEDESIGN.CCM , ---� �� form^ one DE�SIGN ■ PLACIIdICSG O .� � ai a O .� O 0. � � CL, � W � � E a w H � O w Oo c4 � ,� � p o �� U q � � � v � � � n 'd o� � � �� • N � � N W sw SheFt Sca1e: SeeDetails Materials & Waste Management v � ro 0 m � �: r iu N � �i f�l � �� <sn �U C 5: ;;; f;: a o � � a � � r'- �+ :i;i;i u u, N 0 o`�c a._,00�� H w � � z H z � 0 � � � � � i N ��' � sv �,. z W 6 a �� m .� �' ' + SFii!!�5 " _ ' = Il: 84G9P . !S.fi:?.03: e.-nai_. ^_t:2F0�:01f_]?�=G}i.COM II � II �� form-� one _ _ I - - - DESIGN ■ PLANNING� � W E� O � Cu z 0 0 a � � � p o = rl v� U �{ Ol � � U N U � U � a � a� �: ¢ � � ro E �., ca -� cs o � � .a — � rn � N �-I `�i 7, N � �� N P7 � _ E: u. n FAR Sheet Scale: See Details GENERAL NOTES & SCOPE 1. PROTECT ALL EXISTING TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED. 2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (55&7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT. 3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS. 4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC 4.1062 & CGC 4.108.3 5. ALl SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS 6. (N) A/C EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60 DBA DAYTIME (7AM•10PM OR OBA NIGHTTIME (10 PM-7 AM) AS MEASURED FROM THE PROPERTY LINE. PER BURLINGAME MUNICIPAL ZONING CODE 25.58.050. 7. (E) LANDSCAPE TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUCTION. LANDSCAPE SHALL BE REHABILITATED POST-CONSTRUCTION IF NEEDED. 8. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER STRIP NEEDS TO BE IMPLEMENTED. STREET TREES 1. PROTECT ALL STREET TREES DURING CONSTRUCTION PUBLIC WORKS NOTES 1. TO REMOVE/REPL4CE UTILITIES, AN ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE. (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL. (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEOURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF WAY. 2. GRADING PERMIT, IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 3. ALL ABANDONED SEWER LA TERAL OR WATER SERV/CE SHALL BE DISCONNECTED AT THE MAIN AND PER CITY STANDARDS, AN ENCROACHMENT PERMIT lS REQUIRED. 4. ANY WORK IN CITY RIGHT OFWAY, SUCH AS PLACEMENT OF DEBRIS BIN /N STREET, WORK /N SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILfTY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROCHMENT PERMIT PRIOR TO STARTING WORK. PORTA POTTY'S ARE NOT ALLOWED TO BE PLACED IN CITY RIGHT OF WAY 5. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDlNANCE #1710, THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. 6. ALL WATER LINES CONNECTIONS TO CITYWATER MA/NS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARDS PROCEDURES AND MATERIALS SPECIFICATION. CONTACT THE CITYWATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER. ALL UNDERGROUND FIRE SERVlCE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICES PERMIT FOR REVIEW AND APPROVAL PUBLIC WORKS ADU NOTES 'I. SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNIT SHALL E CONNECTED TO THE EXISTING LATERAL ON PRIVATE PROPERTY SIDE PER MUNCIPAL CODE 15.08.050, NO SUB-LATERAL TO THE MAIN SEWER IS PERMITTED. 2. A SEPARATE ADDRESS TO THE ADU IS RE�UIRED, PLEASE COMPLETE THE APPLICATION FORM FOUND AT: VNMN.BURLINGAME.ORG. STORMWATER CHECKLIST NOTES 1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAlN BARRELS AND USE RAINWATER FOR IRRIGATION OR OTHER NON-POTABLE USE. 2. DIRECT RUNOFFFROM S/DEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS. 3. DlRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING IOTS ONTO VEGETATED AREAS. 4. CONSTRUCT SI�EWALKS. WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES. 5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-6ASED DETENTION. 6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO THE NATURAL TOPOGRAPHY. 7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT. 8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT, DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. 9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY S�WER. 10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS ARE ESTABLISHED. 11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES. '12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLWG, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE METHODS AND SCHEDULES FOR PLANTING AND FERTILI2ATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION 13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER 'I4. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OB TAIN ALL NECESSARY PERMITS. 15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS, SOCKS, FIBER ROLLS OR FILTERS) 16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PIIES, ETC. '17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SITE (E.G SWALES AND DIKES) 18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE. 19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. 20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE WASHWATER IS CONTAINED AND TREATED. 21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONTACT WITH STORMWATER. 22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S. 23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORM WATER DISCHARGES TO STORM DRAINS AND WATERCOURSES. I I I I I -------'-J ----------� � I I I I I I I I I I I I I I I I I � I -'-----� UTILITY P LO E �_-____ I I I I I �--------- I --�-- - - o� Ir--- -- ------------- �� I � I I I I � I I I I I I I I I I I I I I I L -- - / Z 0 � 0 a �i ry �I �. �� NI 0 N � w m, N �J � z w �� . NEIGHBOR'S 2ND STORV �- ---"-' �� 9�LCONVOVERLOOK/NO _ _._ - �� 2t29 YARO i, � /j ; � i i ; / J r i f � i � �� o � � o�l � Wi ��\ I� �� ' �� ai I �\ ' (E) CONC. \WALL - -�(PROTECi (E) CONC.- WAIL (PROTECn - OHE .. . . __ -_.- _ __ i _ � �I j ,. I I m Q I I � �, I I - - N ' II -------_"--- C �� o� ----"-�---- 0 ' ---- �� 'N I ��'Ei ----- ------" ----- -- _� .�i �. � ��.. "�..- -- - -- -�� u`uu ---------------� --NOREARACCESSFROM __---""- �J PROPERTV TO 10' CITY ALLEY � � - - � � �+ �w �a �� - ---- -�- o o�o _- ---- PROPERNLINE44.36' __ � .58' -_-----"--- �`� . ��`'' � z:7.z. """"''�o""�D-c � � � (E) 8 6' HEDGE �---� .-.� __- � � _._ _ I a � � � (PROTEC . ,�.�J �, f I �� ' I � o 0 0 ,_rLN�-�.�.s ��. I ! -- -- -. i i �r ,f '�� p\ �� - (NO WORKJ j� i I i I � I I� � ' I (349 SQ. FT.J N o� m� � (e)coNC. i� ' �I/ I (E)GARAGE I q I �> � � I EL=63.90 i ° WALL-- I�I I (PROTECn �'� I (PROTECT) � I „ � � �' � --- 4 � jo� o� I 15'-0" REAR SETBACK �, I � . . f �•-'-'-'- -' '-' 'fr-- � '�' -'l i I v o �� (iSTFLR) � III �I I I� I �I �' i� i �� J, �, � � _ � ',1� �' �� "! I -- - J '- � II 1 I ' 20'-0" REAR SETBACK I�y�_ -_____,__�,___.� �, / .1._.�._.� �.� _ _ �.I_ � (2ND FlR) �-- 1 I I -- � i i� (PROTECTJ I� I � � �. (E) CONC. I � �l7" CREPE I-�� (E� PAVER � - WALL °�`� PROTECT) __-- i I DR V�WTAY I (PROTECn �i ' 1 MYRTLE 3.� I�' ( li �r_______ I_'�_i_ .. �� _. L.__._ .. I .,.�J � �� ' ' � � � I - . _- _ _- _(N)ELEC. I �„ ,, o oi ; (N)1ST FLR �� I II '�. METER(U/DECK) 4 � DECK j - '- -(N) GAS METER n i � � � i � �i � (U/ DECK) � ,i -- i ,-- � �� `__'_ �' �� .._ N 9x18 UNCOVERED � I � , i PARKING f � � -- ---------- � � � � .�,✓� i � � � � � � � I ADDITION(Qi--- 1 i � li , 3 � � _.r_____ I�______ � I { _ _19T+2ND i,' I ,/i -------� L o� �� 'il I�'� ��i I�� ,. � � i �o 0 I � �� E� W U] U Z H zz a W O � � I � � I ml ` I I I 1 m z � I m� IIIJ I �I ,� N (E) 2ND FLOOR �'i � � i;w I I � (PROTECT) I ' � I, I !� �' � I "' � AREA= � i � a a � � �J,190 � �E) PA nR 1 i I/ A I �' a FC _ � JY/ SQ. FT. � i DRIVEWAY �' I �� ' � --� -(E) 4"PALM I I ROTE�, I� � � 4�43 si �cx ioqINGS DRIVc �-`-�=f ;.., (PROTECT) � I I I m. �>e;�, u^ ea�5s (, i,�_ ' 2h: i15.8S9.03J4 _i_ _ _ ' _ _ _ _ _ _ _ _ _ _ ' ._. _. i �---f ---- � _. �-- �- __ e-maii: :ina,rewaoc��cs•ic�a.cont i , � '-'-. i -'-' - '-]-'-'-'-'_'-'-'-'-'-'-'-' I _ ( � � � I i I _ -- -- - 20 FRONT SETBACK 2ND FlR � �-'-' 1 I I �`, i� � i e \ I j 1� N � CHIMNEY � W I E CHI NEY I � �� ¢ j� �� ( ) � 1 �, �i, � � \�/� � yy � �i � I f E � I �r � � � � O /I )BRICK '7 I I i I i _____ I ) �'ti ' (PROTECTJ I (EJ 1ST -� � I � II ��-.� � �' ' � � � FLOOR I � � � -1 � I � '� � / I (PROTECT) i I I i(E) GAT I I� i � � ' ��, r, ' , �, form�one I I � I N I - - � I �� w I I F�, DESIGN ■ PLANNING I I ! I � � - . - __ _ .- � ��_�,. FRONT i _'_ � _�'_'_'_'_J �� . ._. �-� � SE"�BACK � , ' ` �-"` � (E) CONC. � 7 j \,(E)�TFEE � III Io I �a ` WALL � I ��PROTEGT�� W I �'� �,,',.�PROTECTJ � I F I II I �I � \ ` � V �� l� I 'I o , I ( t I _ I I (E)LAWN t, (E)(e�"ouvE I-------_"_ Z w �EC I o I __-J O O PR n __ N PROTEC ( I _ - i � n�1_, I I ------ rz N,� a EVJEI�-iir-� _ �_� � �II I I --__--__-__-- ' W �jp ___-_ -__-_ � ��\'� �\ PROPERNLINE50.00' I I _� #---- � ; �--� - _ � � 88 01' � �I I � 6577 � _' � �� A � �' -- ,_�''-_-- �,. � ; . . �->_-.�- �- � 1 - ...- --- - - - --- � " WATERI UTILIN CONCRETE SIDEWALK METER C � POLE (E) 12 . �-- - _ . - -- -- . . - I� - EVERGREEN - -�- - � � OHE -- - " �� __-- /__-- o_.__.___ I , i �� O pEAR PYRUS --� OHE - I -OHE._. __ �____ .� ��'_._ --�PROTECT) � __(E)6"CREPE__ .-, _.:_-:. -�F �__ -_ . .. _.�_ _ ( . . . .. _-- _ _ _ -.>r _-_ MYTRLE - � NO PERMANENT STRUCTURES (RETAINING �'� CONCRETE GUTTER J (PROTECT) �f� REPLACE ALL CURB, GUT7ER, DRIVEWAV, AND SIDEWALK WALLS, FENCES, COW MNS, MAILBOXES, �� -�_� ^-J FRONTING SITE. PLUG ALL EXISTING SANITARY SEWER ET�) ARE TO BE CONSTRUCTED BEVOND �qTERAL CONNECTIONS AND INS'ALL A NEW 4" LATERAL TO THE PROPERN �INE AND INTO THE PUBLIC- - �� --- - ';� --- ----- - G7Y SEWER CLEANOUT. NEW WA7ER SERVICE TO WATER RIGHT-OF-WAY --. � METER. WHEN APPLICABLE WATE7 LINES ABOVE 2" AND ALL ��`=� �� FIRE SERVICES OF ANY SIZE ARE TO BE INSTALLED BV A D E L I N E D R I V E SPEGF CAT ONSPER CITY STANDARD PROCEDURES AND _ . . --- -- ------ �-- . . (50'RIW) PROPOSED SITE PLAN , Scale: 1/8" = 1,_0„ A1.0 u_nun i POLE �[i .. ..-_---- �7 - --- OHE - � " � Sa 6� �y`.{ � � � 3 � -� � � �," rl � } � ! Q � b� a � � � - � 61 r-i � • N �I �'i � � � N � � �� i i :,� F I d � A1.0 Sheet Scale: See Details DRAINAGE PLAN NOTES �� 1. R81(1 GB�dei1S (USING THIS APPLICATION): (or bioretention areas) are shallow, recessed, and vegetated basins that col�ect and absorb runoff from rooftop, sidewalks, and streets. These landscapes contain soil of a specified biotreatment mix that slows, retains, and filters stormwater. 2. P217l1@ebl@ P8v2l17@►►tS (USING THIS APPLICAT/ON): infltrate, treat, and/or store rainwater where it fa�ls. These pre-manufactured pavers allow stormwater to percolate through the pavement and into the subgrade. Examples of these systems indude intedocking pavers or other paving systems with a gap beiween the pavers filled with crushetl aggregate or similar porous material. $. fi8111W8t@� f18NBStIIIg SyStCR1S: colled and store rainwater for later use, such as for irrigation or toilet fiushing. These systems slow and reduce runoff while providing a limited water supply. (OPTIONAL METHOO - VERIFY AT TIME OF GRADING + INSTALLATION OF DRAINAGEJ 1' Tr .c• INSTALL STRAY! ROLLS IN A TRFN,^. H, 2' TO 4' O�EP, C}UG ON I.FWEI�. CANTDUR� IF MUiE THA,N cI+.JE STRAv4 ROLL LENGTH IS NEE��iIN,A Rq4V. TFk- RQ[.LS SN�LI..!. �E OVEHLA��:� NAT A6UTTEu SEDIfdEIIT ANL* ORO.FoWIL' MAT�ER AR£ C,4PTUQEO BENINk7 Ti1E siOLLS i1SF7 8'+i' Y4'(SOp 5'FAkFS MIVI-411J"�� 2A" LQNG s� nl�,�ti�'rrR �elu. �;20� 1:i�i5,#AE 1tR �,1�N. SN/U,L k�E USEL' Ai' 1Lt Of SLUf'E.5 GREATER TyAN 5;1) tz. �� ,- � II—II \ M1flTES; 1, If�FSTALL SilCH THAT iLINOFF L'lILL NOT E}E �10ViE0 -0 R4N UrlDER OF AR6JND ROLL, TU�iN FNnS UP Y:,IsPt, TO PRR�TVT R,!Ni�rf fR0!A C-CNNG RROUMO RQLI., 2. SF AGE SYfiA:l kiOLL3 AS i� OLLOVtS: • SLOPE �.?F 4:1 O� FLATTER =2{7 F�-T APART • SLOPE ��W �*f a;1 AV6 2 t= a5 F�ET APART • st.oFr nr� i o� ^RFnrrR = �o rr.r-�an�.� 3. INSPECi t4kf5 R£f'AIR 5'HAW FtOtL5 AF7ER �AGH STDKN. EVEN i AMO:itEMOVE SE,']IMEN I' WF�N NECEsSARV, RF.MOYEO SE�IMENT SNALL 8E GEF�SfTED TO kN kREA THAT LYILL WOT CONTRIBUTE SE61AaENT AF�-SITE, 4, I� 11t� QF 57 :..4W RDL ItJSTAd.1AT1�.%,1 A�201�1t` F Rs�3EC1 P'tRIMEtER, COM;KAC1'O5'a �3h� OPTIOM1 TO F'FiESER:'E � PfA?IiRAL VEGE7ATEp @UFfEC13 f007 MINI41U41 IN WIflTH OR A 8 InCH i-1GF EsER?d, STRAW ROLL DETAIL � Scale: N/A A�•1 I �--------- � ,0 /,� i% �i � \_.__ __ -- OHE II I <I > I I � � � � - -----�------------------"----- I PROPERNLINE44.36' -� ---"-----'--�------'-----'----"'I— .�c.�.f'o-'c"'ci-�.•"�� -�""___._`-. . . . _ _.._— _ _ _ ., 1I /J \� ` �� I � '� '�' ` � ��, , (NO WORp , � I(E) GARAGE I I EL=63.90 �� i �� Ii � (PROTEC� 15 0'_REAR SETBACK � _ ___._.—.— —�— � L I 20'-0" REAR SETBACK �� _._._ --- (2ND STORY) � - ---_ _ — �---- E LAWN O �l (PROTECT) . � ' , � � � �� > � �� b\-' �------- � =-� � ��-� � !Fl PAVER o, i i �i II � il .__..-- -OHE--- � - N � N 0 � � � 0 '. �(�_.,'.. �r, N i�f i� � " � � u �Y � I �'� U I , , 'I o oa� y e�n I� Ia_I �oaoo E-� W � U z H 2 � a a 0 � � I � � � �., � N 0 z � �. ., � �, � 4853 SILVE3 SP4:NG5 �A?'�8 �aiL C:[y�� UT b509e Ph: 41i.419.0iO4 � na_l: �?.!fECA?�lFrE�.GIi.CC?t ___ --� �, �� ' form � one ' DESIGN ■ PLAPINING � H I O � C� z ' . O o ' w' N � w � o -- ' � �� f-{ 6l t3 i U q 9 � I, �t � � � U I E a � � � � � � b�A ' Oz "O o� " C r� FC -� II o rn � .� N � � o � N �, �, v � I I E n. h A1.1 PROPOSED DRAINAGE PLAN � Scale: 1/8" = 1'-0" A� � I�', 1� ��i �I __—�i I _ , I ''. Sheet Scale: SeeDelails ADELINE DRIVE __________ - --- _ __----- -_ ---- (50' R/W ) RELATED CODE REQUIREMENTS: (EGRESS + W�NDOWS + POLLUTANT CONTROL NOTES: DRS.) 1 PAINTS+COATINGSWILLCOMPLVWITHVOCLIM�TSPER2019CGC 1. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA OF 5.7 §q,504.2.2 SQUARE FEE7. 2. DOCUMENTATION PROVIDED 7HAT VERIFIES COMPLIANCE WITH VOC 2. THE MINIMUM NET CLEAR WI�TH DIMENSION SHAIL BE 20" FINISH MATERIALS. 7019 CGC §4.504.2.4 3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24" 3. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET 4. MAX. U-FACTOR (0.58) FOR FENESTRATION +SKYLIGHTS I019 CEC t50.0 (0) 7HE TESTING + pRO�UCT REQUIREMENTS FOUND IN THE T019 5. MAX. TO7AL AREA, 20%, NO MAXIMUM FOR WEST FACING AREA TABLE CALIFORNIA GREEN BW�DING CODE. 2019 CGC §4.504.3 '150.1-A, & B 4. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80%OF THE 6. FENESTRATION MAX. U-FACTOR 0.30. NO SHGC REQUIREMENT TABLE 150.1-A, FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE �` B CALIFORNIA GREEN BUILOING CODE REQUIREMENTS. Y019 CGC §4.504.4 7. DOOR MAX. U-FACTOR: 0,20 TABLE -150.1A, & B 5. HARDWOOD PLYWOOD, PARTICLEBOARD, + MEDIUM DENSITY 2019 CODE REQUIREMENTS: PLUMBING FIBEReOARO COMPO5ITE WOOD PRODUCTS USED ON THE INTERIOR � % AND EXTERIOR OF THE BUILDING WILL COMPLY WITH THE LOW 1. REQUIRES NON-COMPLIANT PLUMBING FIX7URES TO BE REPLACED BY FORMALDEHYDE EMISSION STANDAROS. 1019 CGC §4.504.5 WA7ER-CONSERVING PLUMBING FIXTURES WHEN A PROPERTY IS 6. AEROSOL PAINTS +COATINGS SHALL MEET THE PRODUCT-WEIGHTED UNDERGOWG ALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TO ALL MIR LIMITS FOR ROC AND COMPLY W/ PERCEN7 VOC BY WEIGHT OF RESIDENTIAL AND COMMERCIAL PROPERTY BUILT PRIOR TO JANUARY 1, 1994. PRODUCT LIMITS, REGULATION 8, RULE 49. PER Y019 CGC 4.504.2.3 DETAILS CAN BE FOUND AT 7. ADHESIVES, SEALANTS, + CAULKS USED ON THE PROJEC7 SHALL HTTP7/LEGINFO.CA.GOV/PU8/09-10/BIWSEN/SB0401-0450/SB407 BILL 20091011 FOLLOW LOCAL+ REGIONAL AIR POLWTION OR AIR QUALIN CHAPTERED.HTML. MANAGEMENT STANDAROS 1019 CGC §4.504.2.1 2. PER CALIFORNIA CIVIL CODE ARTICLE t�Ot.4 AND CAL GREEN SECTION 301.1,FOR ALL BUILOfNG AITERATIONS OR IMPROVEMENTS TO A SINGLE FAMILV RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSETHATDONOTMEETCOMPLIANTFLOWRATESWILLNEEDTOBE INSULATION: (SeeTitle-24 ForMin.) UPGRADED. WATER CLOSETS WITH A FLOW RATE EXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITH W.C. Wl A MAX. FLOW RATE OF 1.Y8 GPF. �, ALL EXTERIOR 2X6 WALLS. R-21 BATT INSULATION, OR MIN. BY SHOWER HEADS W/ A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO 8E REPLACED W/ A MAX. 1.8 GPM SHOWER HEAD. LAVATORV & KITCHEN FAUCETS TITLE-24 WI A FLOW RA7E GREATER THAN 1,8 GPM WILL NEED TO BE REPLACED WI A 2. ALL EXTERIOR 2X4 WALLS R-15 BATT INSULATION FAUCET W/ MAX. FLOW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS) OR MIN. BY TITLE-24 RELATED CODE REQUIREMENTS: (BATHS) (CONT.): 3. ALL CEILINcs 7o RECEivE R-32 MiN. INSU�TION PLUMBING: OR MIN. BY TITLE-24 - SHOWER MUST BE PROVIDED W/TEMPERATURE CONTROL (ANIT-SCALD) TYPE 4. ALL UNDER FLOOR TO RECEIVE R-19 BAT INSULATION VALVE. TOILETS MUST HAVE A MIN. CLEAR SPACE OF 30" WIDE, 8 24" CLEAR 5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE SOUND BATT, SPACE IN FRONT. IF NEW, TOILETS MUST BE WATER CONSERVIVG 1.28 GALLON. INSULATION, TYPICAL. SHOWER DOOftS SHALL OPEN OUTWAR� AND SHALL BE A MIN. 22" WIDE, THE 6. CEILING INSULATION, MIN. R-301NSULATION REQUIRED. SHOWERHEAO CANNOT DISCHARGE DIRECTLV AT ENTRANCE. ALL SHOWER 7. BUILOING ENVELOPE INSULATlON: PER CLIMATE ZONE: 3 TABLE COMPARTMENTS, REGARDLE55 OF SHAPE, 150.1-A, & B MUST BE CAPABLE OF ENCOMPASSWG A 30" CIRCLE. JOB-FORMED SHOWER 8. BUlLDING ENVELOPEINSULATION: WALLS, ABOVE OR BELOW PAN LWER MUST SLOPE d' PER FOOT TO WEEP HOLES IN DRAIN, AND BE GRADE, MEET STANDARDS IN TABLE 150.7-A & B INSPECTED UNDER TEST PRIOR TO COVERING. 9. pUALITY INSUTATION INSTALIATION INSPECTION (� IS REQUIRED BY A THIRD PARTY. RELATED CODE REQUIREMENTS: (BATHS) (CONT.): BUILDING: - SHOWER WA��_ SHALL BE FINISHED TO A HEIGHT 77' ABOVE THE DRAIN INLET WITH MATERIAL THAT IS NOT AFFECTED BY MOISTURE. GREEN BD. CANNOT BE USED AS A BACKER FOR MASTIC TILE WHERE IT WILL BE EXPOSED TO FIRE RATING NOTES: SPLASHING WATER AND IS NOT ALLOWED ON CEILINGS. CEMENT BOARD WITH A MOISTURE BARRIER AND CORROSION-RESISTANT �. �TERioa eEnAincwu�s �ess rHnH s reET Faorn rne vRoaeRry FASTENERS IS AN APPROPRIATE BACKING MATERIAL IN WET LGCATIONS. MIN. ��E wtu BE aui�r oFor�e-HouR FiRe ttnieocoHsinuerioN, aots CEILIN6 HE16HT FOR ALL BATHROOMS IS 7'-0". SAFETY GLPZING IS CRCTABLEft303.f(1)OR1019CBC, iABLEEOT. ]. RODF EhVES `MLL NOT PftOJEGT IMTHIN 2' FT. OF PROPEFTV LINE RE�UIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE 7HE Y019CRL TABLER30}d OR]OfBCBCTABLE105.P BOTTOM EDGE OF GLASS IS LESS THAN 5'-0" ABOVE THE DRAIN. AS PART OF REMODEL SMOKE DETECTORS WILL 8E RE�UIRED IN ALL BEDROOMS, ADJOINING HALL, AND AT EACH LEVEL PER THE BUILDING CODE. RELATED CODE REQUIREMENTS: (BATHS)(CONT.) ELECTRICAL: - IT IS RE�UIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET OF THE OUTSIDE EDGE OF EACH BASIN, THIS RECEP7ACLE AN� ANY OTHERS LOCATED WITHiN THE BATHROOM MUST BE GFCI PROTECTED. - A SEPARATE 20-AMP CIRCUIT IS RE�UIRED TO SUPPLY BATHROOM OUTLETS ONLV, OR A SINuLE BATHROOM. - LIGHTING WILL BE RE�UIRED TO BE HIGH EFFICACV OR CONTRO�LED BY A MANUAL ON OC�UPANT SENSOR SWITCH. (TVPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PIN BASE FLUORESCENT WITH ELECTRONIC BALLAST. MECHANICAL�. - A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUST SHOULD BE 3-FEET FROM BUILDING OPENINGS AND PROPERTY LINES. BE INSPECTED UNDER TEST PR�OR TO COVERING. GENERALNOTES: 1. PROVIDE 30" WIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CEN7ERLINE OF W.C,) AND 24" 0.EARANCE IN FRONT OF THE W.C. PER CPC 402.5 2. PROVIDE MIN. SHOWER AREA - 1024 SQ INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS PER CPC 408.6 3. TEMPERED G'..AZING, NP. AT ALL DOORS AND RE�UIRED BV CODE 4. PROV�DE DEVICES 70 ABSORB HIGH PRESSURES RESULTING FROM THE WASHER 8 DISHWASHER, ETG, PER CPC S.WATER CLOSETS SHALL BE AN ULTRA LOW FWSH TYPE W/ 1.Y8_GALLONS MAX. PER FLUSH, PER CPC 8 GCG 4.303.1.1 6. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUT6IDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECL 504. 7. VERIFY ALL FINISH FLOOR CALL-OUTS W/ OWNERS, TYP. e. SUB PANEL ELECT. VERIPY LOCATION W/ OWNER 9. ALL SHOWER HEADS TO HAVE 1.8 GPM @ 80 PSA FLOW MAX. PER Y019 CPC SEC7. 408 2 8(CGC 4.303.12) 10 ALL SHOWER WALLS TO BE WATERPROOF T0 72 ABOVE ORAIN WLET WALL PINISHES 70 BE OF SMOO7H HARD NONABSORBENT SURFACE, PER CRC R3072 (CEMENT BASED) 11. NA 12. ALL LAVATORY FAUCETS TO HAVE 11 GPM KITCHEN FAUCETS TO HAVE 1.8 GPM FLOW MAX PER 2019 CPC SECT. 403.7 8 403.6 (CGC 4.303.1 4 4) 13 WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE QUICK-ACTING VALVES (I E.) DISHWASHERS HOT WATER LINE AND 7HE HOT/CO�D LINES OF THE CLOTHES WASHER) 2079 CPC 609.10. 14. CONTROL VALVE FOR SHOWER OR 7U8/SHOWER SHALL BE OF 7HE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE PER CPC 420.0. 15. THRESHOLD FOR IN SWING DOORS SHALL BE 7.75 MAX. AN0 7 MAX. FOR OUTSW W G DOCRS. 16. (E) GAS METER LOCATION, PGBE, TYPICAL 36 FROM OPERABLE WINDOWS. 17. (E) ELECTRICAL METER LOCATION TO BE MOVED PER PLANS. 18. MAX. DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING AT ALL SL.I�ING AND IN-SWINGING �OORS SHALL BE LIMITED T0 7.75", AND NOT MORE THAN 1.5" LOWER THAN THRESHOLD FOR OUTSWING DRS. PER 1019 CRC R311.3 '19. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTH OF 10 PER CRC R311 7.4. 20 A CAPIIIARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SVSTEM IS USED THE USE OF A 4' THICK BASE OF 1/2 OR LARGER CLEAN AGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESS THAN 6' WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEEN SUBMITTED AND APPROVED BY THE BUILDING DIVISION . Y019 CGC §4.5052 AND CALIFORNIA RESIDENTIAL CODE (CRC) §R506.2.3 21. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BE INSTALLED. WALL AND FLOOR FRAMING WILL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT WILL BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPIIED. 2019 CGC §4.505.3 GENERAL NOTES: (cont.) 22. FITTINGS (FAUCETS AND SHOWER HEADS) HAVE ALL RE�UIRED STANDARDS LISiED ON PLANS AND ARE IN ACCORDANCE TO CGC 4.303.1.3 AND CGC 403.1.4 23. ANY GAS FIREPLACE SHALL BE DIRECT-VENT SEALED-COMBUSTIBLE TYPE. 2019 CGC 4.503.1 24. PROVIDE 36 INCH MIN. DEEP LANDING OUTSIDE ALL EXTERIOR DOORS (NOT MORE THAN 7.75 INCHES LOWER THAN THE THRESHOLO FOR IN-SWINGING DOORS AND SLIDING DOORS, AND NOT MORE THAN 1.51NCHES LOWER THAN THE THRESHOLD FOR OUT-SWINGING DOORS) 2019 CRC R311.3 25. WALLS WITH 2 X 6 AND LARGER FRAMING REQUIRE R-191NSULATION 150.0(C)2 26 CONSTRUCTION HOURS IN iHE GTY PUBIIC RIGHT OF WAY ARE LIMITEO TO THE WEEKDAVS AND NON-CITY HOLIDAYS BETWEEN B:00 A.M AND 5.00 P.M. 1 _ A3 0 � r ►� � I (E) zo�_7a irz _ - - .. as'-� irz . _ _ _ • . . . _ . _ 22'-8" . .. _ I . 3._�� lE) (E) �� __ � �E, M'' i s�P (E) (E) DINING (E) - /,aq.{i" a+cFoT -1 aRCHb-_ � �� T"_ E( ) HALI (E) �I I � �' -1 __ - _---_L I api 1 A32 ` � I l� ___ l i; , � I _.._..- � �E� (E) KITCHEN � I' I IEI- �� I . (E) � il �. �. DECK � I I �p i'.I �j �.. �'�'�,lil;i �� A3.0 � ' - .i II � il il� ; I�I I �' I � �III I I .i!.I i� �. �� ., . _ I�,.. . �'' �'�. w (E) I _ I i �', i I . �, g � �E� ��LO �I I I � � � I�I I � i I i . � I �. -- (E)� I I � I �I (E �._�� . ,_ _ --_ . �' � _ �� E� E L( ) IVING --- (E) : . � �E�- (E) FAMILY RM �E� �e) _ �e�- EL B� -- � ATH ... ...� X (EITILE �E�I - � I . . . . -� ._ ___ __�'�-�� _ � � � (E) I ^' � Faox ,� __� o _ .'. r ___.__._-_ _._..._._ .._._. _ !V ��__ _ �I� _.. (E) _ _ . '- _. � (E) (E) (E) I , � 35'-� 1/2" y 11�-6•� 1 ,. __- _ _._ - _ _ __ - _ _ . _ __ _ _ y _ _ _ . _ . . __ . 46'-7 i2" . . . _.. . . . _ _ _ _ _ . _i A3.1 EXISTING MAIN FLOOR PLAN , Scale 1 /4 = 1'-0" � o 1 z PROPERTY LINE �' Aa � A3.2 � 63'-B 1/2" - _- _._. . . . _--. _ _. _ ...__ ._ _ --_ __ .- . ___ _.. . . _..__.-___ . _ _ . r. __ .. ' _.__.t- I - __.. 6�., _ _ _ - _ . . - __ ._ _ -_-- 35�_�„ .__..__-__..._ 8-61/7' 10'-2 8_0'-__ �p�.p�.� _. _ _ _ ..-___ . . .. �I .. . .. . ADDITION - � 20'-10 7/2". _. . _�_ � . . . . 74 1 1/2 � AREA OF WORK � � � ' ' (E) � (E) � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � , � _ , :., ; : � -� T :: I I I_ __ �I, L I I I � r-i-i --i - -i -i -i --� (E) DINING i - feJ Wo. � I �� I� I �. I I � i , �,.� , _ i ___ �. i �� \\ � � �.�� I �E� � li J- fi �_�l i (N) KITCHEN � b L ..� I I I (N) TILE I I ,DM. � � / \ I � � I �_' � /�� , � , � i � � � .� 2.1" � _ ,._�../l . Q. , . ��,4�., „7 � ;,N,4,6 i I - . _ . --- _�.. - w� ��' � �SG_� :'_� _ \�.�. ��.. i ' � , � 2 '\�.i \! \ ��-�, � i, - ; _ „_ p�L _ I ' o.V- �U _.J ' z V-- `- , - � _ i � A4.0 - - � � na,e I b' r �� A4.0 � � I -? ,c'ee.' m I �. s , i L_ {' 1__� � � - �� I � �� - Y � I I i / ;' ' � � , i i _ � _. . . __ _ ' � . � . �� ` �� /� aaCHO _ _---.. A ' N, � ^� . ��, �' - . I= �Hiar�cro � _ . 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' (E) 3'-0" 3 01/7� 5 d'� � 1 . _._ _ � T.__.. _.1- .._ (E1__ _._ . L__ _ _' (E) (Eeess � �- �- ' � . I.. g'_0" _ _li_ 4-3_ - I' - . .. . . __ 2'I -10 V2" .. . I . _ . _}_ 11.�,. 5' A3.1 _ _ _ --__ _. ._. _ _. _ __. __ �. 35'-1112" _ .. I '. 11•-6" ''i I -- __ _ - - L- - - ------- I J � � � � � � � � � � � �__ _as�-� in� _ _ �- �._0.. -- I . _.- - _ .__ _ ._.-- . - . _ __ ADDITION PROPOSED MAIN FLOOR PLAN 2 Scale: t/4 = 1,_0" �o N N Q N G 0 � N � 5 v a i" F�' E' �i�1� � f, �. 0 � +� ; p, s : � lil N U N 0 '� a ��_�� E� W � C7 z z�-j- a a O � � I � � � I N _ O . z 6 ,. , � ;9J: SI:'!Ek � ?.:i�GS C� 'i!' '_ _ : B-0OS? G 4 _._ ...,a,o._��s.ev.co,� -_ . I I � � �i � form- one DES-GN ■ PL.ADIlQiNG � a f]. E� � � � N � � � � z � O O � C4 � r-1 �> •b W �y O - � � Q � � 0 ' � � U � a CY. rl N H + � � ro g � � � � C � � � - ..�r Ol .�-i W�." N CO �.� .vi A2.0 Sheet Sca1e: SeeDetails i _. . 26,.8., _y_ __ _ . _ . . -_ 23 7 12". I (E) ..__- .__ �I� , ixro o x.e. � i I� � II I� I � � . . .. . . .._ . .� E( ) BDRM (E�� P (E) , -� � -- - - ' 32 � __ _ _ . . __ . 3,_�„ A� (EI _ � __ �� ,,_ _. . . . � � ,I � \�`\\ \�\ � I . � (E) {E� BDRM 1 (E) I I - _ --- n a ---_ , � .. . 5'-7' _ . 17'G 1�7' _ .. A32 __ .. _ . . _— (E-_ _...__ ,. ,. .__� . . ... .. � _ -- - . ---- -- - , __ ._T__i_', ___-__ � . iI wui evw I a. vos �, � �� I '. '� � �I ! I I I ' . ��, .avas, . I (EI I� . .. ..I ' i N _ . a ��cc . e.iz�osT ��..., . . .I " �� ._ � -- . . _.. _. _ �—_ . . . .. �II __� ___,, _ � i i e„�ro�.i` . .. ... 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' '____ � ._ -___ 7 a �— ' -- --- -�� 0 ADU KITCHEN REQUIREMENTS: I , , , nao- � ��(N�I�dj� (�� ' y 1. A SINK AND COOKING FACILITY (PERMANENT STOVE AND/OR OVEN) D S. � �' eoaess � eoness � qg � � 2. A REFRIGERATOR WITH SEPERATE DOORS FOR THE REFRIGERATOR AND D.S. FREEZER COMPARTMENTS �_ .. _ _ 20'-2_1/7' __. � 5'b" __�_ . 7'-0" ___Y 3. A FOOD PREPARATION COUNTER AND STORAGE CABINETS THAT ARE OF 32'-e' ADDITION � REASONABLE SIZE IN RELATION TO THE SIZE OF THE ADU. _, _ . _ ._-__. _._ .__ . . __.. _. _... _ _ .__�_ PROPOSED UPPER FLOOR PLAN 2 PROPOSED LOWER FLOOR PLAN � Scale: 1!4 = 1'-0" �.� Scale: 1/4 = 1'-0" � � � � o �o � � C � 0 � �I F E' C: y „ �'�� N � a � o0 � �� 1� �,�`, �.�': ' a ��zz ri �� u Q . a I � '°� H W � C7 z z � O � � � N � z < � m � �' n is i a E ia.l—.Itf� �N10I�IED'c5IGh1.COM �r � form one _ __ _-- _ _ _ _I UESIGN ■ PL.4NNING � � C W � E p, O ' 3.. w a �o � W � O � � �� d' : � Sa 6l Q C% C] 7 Q" • a� U � °" � � � . + � � � a — ' � � � �i ' k • N S- W �" N 0.1 � F �.. , A2 .1 Sheet Scale: SeeDetails i A3.0 (E) TERRACOTTA TILE ROOF (E) CLASS A�. FIRE RATED (E) PROTECT RIDGE � /F D.S. S ,� `OQF ,2 ��0 W a o� N I w (EJ FO 1 ' A32 �A V�.,�� V�A�V��'�. � PE 5 —112 �. r_"I � (E) TERRACOTfA TILE ROOF (E) CLASS A�. FIRE RATED (E)PROTECT �PE 5 �12 w+��. � ��,� \,��. � � . - - (E) COPPER GUTTERS 8 DOWNSPOUTS SAVE 8 REUSE (E� SLO� 5 D.S 12� (E) S� 5 12�— -aos w I �l _ , o -- w ' (E) SLO�/ 5 12� EXISTING ROOF PLAN � Scale: I/4 = I'-0" AZ.Z � \� r S. s �� s �� IPLUMBING & HVAC NOTE 1. GROUP ALL EXHAUST FIUES TOGETHER WHEN i�, POSSIBLE & LOCATE ON ROOFS SLOPING TO THE REAR � �.' OF HOUSE TYP. VERIFY LOCATION WI DESIGNER. �I oEFrToF NTR�oo a e os�so Fr _ _ _ I'I (N) 308.05/150 = 2.05 SQ. F"f. OF VENTILATION IN NEW ROOF �. �Nj ROOF VENTS (4 ea.. X.75 SO FT) = 3.00 5o. FT. �I � TOTAL VENTILATION INSTALLED � 3.00 S�.FT. NOTES: 1. (EXISTING)(OGEE) G.S.M. GUTTERS, & (3" GSM) DOWNSPOUTS (MATCH EXISTING AS REQUIRED), LINE ALL VALLEYS WITH GSM, AT LEAST 20" WIDE WITH 1/4" EDGE TURNED OVER AND FASTENED WITH CLEATS. LAP JOINTS AT LEAST 4"M BUT DO NOT SOLDER. 2. WHEN INSULATION IS INSTALLED IN ENCLOSED RAFTER SPACES WHERE CEI�INGS ARE APPLIED DIRECT TO THE UNDERSIDE OF ROOF RAFTERS, A MINIMUM AIR SPACE OF 1 INCH MUST BE PROVIDED, INSULATION BAFFLE NEEDED. 3. FLASHINGS AND COUNTER FLASHINGS SHALL NOT BE LESS THAN 0.016-INCH (28-GAUGE) CORROSION RESISTANT METAL, AND VALLEY FLASHING. 4. AT THE JUNCTURE OF THE ROOF & VERTICAL SURFACES, FLASHING & COUNTER FLASHINGS SHALL NOT BE LESS THAN 0.019-INCH (26 GAUGE). NOTES CONT: 5. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. OF 3'-0" FROM PROPERTY LINES OR ANY OPENING INTO THE BUILDING (I.E. DRYERS, BATH & UTILITY FANS, ETC., MUST BE 3'-0" AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS, PER CODE 6. ATTIC VENTILATION AT CALIFORNIA FRAMING TO RECEIVE LOW PROFILE VENTS OR OPENING IN THE ROOF SHEATHING BELOW. 7. (AS REQUIRED) ALL TRUSS/RAFTER BLOCKING TO RECEIVE 2" DIA. HOLES IN EVERY BLOCK TYPICAL FOR EVEN DISTRIBUTION OF AIR FLOW. S. ATTIC IS GETTING NEW INSULATION, VERIFY (E) FANSNENTS TO WHAT IS REQUIRED PER CURRENT CODE. 2 A32 ' (E) TERRACOTTA TILE ROOF (E) CLASS A'. FIRE RATED (E)PROTECT RIDGE �L0 W a � � w , _"._ .�,w �-=:', _ � _ .. � � � '' I {� (E)SLOS V jl O L /; I d N 12� � '- / 'I t�; ��1 . �� ;P II (N) TERRACOTTA <; � � ,N,R�o�E '' �I TI'LE ROOF , �I � � _ �, (N) CLASS A FIRE RATED , 5 /,�,1 �: ( TO MATGH EXISTING ) ,��:�. .. ,�.�,Z r, �.: 9r' ill �,. ,:.:.w ..r'�� '. � � �� r '� �.� .. ... ,.. __ � 1 .. _ �.:_. �i�� ' � j j I . " "_"_ __" . .._ ... <..� —_—(� ', _',__—__ .. . . _ .. ��-" (N) SLOP V �� I 3 �I I I I I I i I ,Zf I I i i � i_ . , , _ ..t ____.... :: �:.- �..�<�,�� "�'�,.�: .. . � �. i ,. - i � ; o , � � - w , '� (E) TERRACOTTA �� I TILE ROOF (E) CLASS A�. FIRE RATEO - � '�' (E)PROTECT �'. ',I�� i �PE (EISLOPEi� � .. I 5 r 5 V �12 �:. 121— �;_c. __.._______.' D.S. �E�� o s. 2 A3.1 PROPOSED ROOF PLAN 2 Scale: U4=1'-0" A?? 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WINDOW NOT 5� O,O �� _ A I IN KEEPING W/ ARCH. - _ ' ��\ i � �� . 1r �,y 9� � . \ � \ \ / J �2 �iy .��i r � .� 2—t-.� ; - . . �,�. .. \ � �_\__� � - �� -� --- - - — � � _._� i iia� i. f � � � I 4 _ ,, . . �� I _. _._I S./J �'. I// I \ �I I '�. �� . I i ..�j ��' 1 I, I � I I _ � _ . .,r�� j �Hi I iui � � .. I�- �� ro � — ' �I '-i.� _ _ _:� .'v _ . � . __ - - ..._ � . . - _ . . . —.. EFw..anCwPS . p._g. - _-_ oas v � ..� !. ' : .'. oaaw . . _ _�_ . � umsa. . . Ib�l. t . .�. .�' ,�.�� . � . . . { J'-�� -Mnuh�elaim. � �ti�, �. �.. � . �Hi oE'"'rvo`Rmv�Hoow � f �,�� f� �� , ,, � �-�,_ ,�;s�� -- �� F —� � � � I � �I t�� i� �� I �T e�'e� . �e� ='�I., � �..�. ~ii� I�'I�II� �. �I `� iic I I '�I .' h S I __ � i � I y 6TUGGWivP .� . � I 6A c?YP � . . I �_T- '.l� ' � . . . .__ . _ _ �_ � I I ` Mil TI�{ . .. I � v� .. vEHr o r�ncs . . � _ �! �,, �, � � - _ _ .i .. � P - , ii� L _ DS . - � �._ �' � , `I _. _ - _ - GFPDEIttP I -_...,.- l \ f'r � � _ - jou�a, �. .«�xo ie � I (LOWER PATIO) � , �- - - i ' — __ 43'-612 (EXISTINGJ. 10'-2"(ADDITION) . - -� -� - � ' �- PROPOSED RIGHT ELEVATION � Scale: 1/4=1'-0" A3.1 -. 1`p W.�Op RA t NO - rroEwxooecKwi REAR YARD v u m Q C 0 � u a � N � N 0 0 > � a N � 0 N y N a .�i Y' � � � 0 � I r-i � I N O �. � rf z a A ..�iul ri � i:rR ScF.::IGS �a:':� "' 37,°2 `�.819�Gi0-0 .. m=:�il: TIM@FDRMOPIE'.�ESI".;II.CDI�I � �� -� I form � one DESIGN� ■ PLANNING � LYr V� W � H O � � O � w > w � � � �� -� W � � y � -,� cM �, ¢ U Q rn w � � C U � �,. T 0. F �.�� + �4 �I � m � � -� �, �� .� .ti � � W n'i c� � � I .. �'-. N W .. m F �„ h A3.1 Sheet Scale: SeeDetails � 4, 1� I� [I "t•i ll �' <� ti, i";,� �, n, �: �� t_ b � � �E - - - - 'i �ry.JRiWE _ H31�' a �7 a �L. � � .o . �. �o coxor�a ro ure � �� Y � . t ' '—� - — ' �Zf�', � �'I __ � (V 4_ � ' � � _ w � r �' _ _ - -, � m, � , �I �� i � � � �'I � �--<; I R `1-�semHOFiaFNr _ ' o, `��' i T. . ..�.� x. - � � + �Flas* F�a .oP P�A w 1 � � z I � U, _ � z, � � „� �� ' �I � N � � �� `�—�- : � i, � �� '; I �' , . � ' � T � II� I L�I I _� � �PE_ENTiOPPATE_ 5 - - -� � � � REAR YARD � Ili I _JII � �� . .h_r1VERAGETOG. _ 6611 _ o �. I�onoou I:I . � � eeeaHFaetiHa��daeeee ` � _ _ «z n ��anoe � �� \, `, , ;; - — I I T . . � i � � s,uccomv i I 1 � � �.oa<cemr EXISTING LEFT ELEVATION , Scale: 1/4=1'-0" A32 � � ,E��,��M�. �z. -�r �N,aooF�oMA H..- _ . lnooinoN) �w iEi _ (ExisriN�) �� R�GE Ai1�' IE)RoOFWiFWEN ._ _..— ____ .. .... ... .. .. _ ..--.. . .._ .. . ilE(PPRREL)JENiS �5 SLOPE �� -�-- - - — �.7`"E x i � � � - — �' � _ s iz - o � � �, . . - . - . � � .i . ., . � - -- __._.. i �I }� SE�NOF�R iOPPtATE B_ __� "_� ��_ _ . . . � $�-ai hs_emrvoF�a nN ru� _ �s.e� �Fiq�ifLaiOPv _ �BJ9' q- �` 1� � ��E - — �_' REAR YARD �nv�RncEroc _ _ � y BnS FFE _ Y sEwa.aacwc._._ .. .. . . . . . i ..- .. . . .. � oas vu�mso� �'� .. . I� � I.. .. / MAr��E,.RM -,_ � �� , ,�, � r � - � ,_ ��, �. _,\ � i ��, � , I � b ` � w ACv . awwrxc�,vcor+awvacx . e1.-_ �( � , . .. � � � � , �� .. . �i� „ .. . I � ��I � I ' � . . � —= . . . I . . . . . � . . �. _ ; �: i ". � � i ri � � i � tro �rocw �. ,. � f� 11N�CMR) �-� . . .. I I _ . - - , 1� . . . . �. . � I - . I �. . ' . � � i � i � �� I I' I I�"11 ��;I I 1 �I �E,. � �E„ _, ---I .— . � � � �� -, : �_ 3'-3 . �� . � . ' � � / \ I . . I. . -. - ' �� en��,P � . �� I LOWERPATIO - ' �� M '�� r�� i��' � .. I I i� I �ti i� L__' _� v� . . 1 � �tH� '. � li . � _ _ J, i - --�o s.��rP , I . i . Marcxw � � . � .� . . ' � . . `aww�rrvP - .. .. os . --} ��M��.,..F -_--- �� 1 -- I I — � � , � � j, , . � ; � � � � � � / I i0 (( I �,, � j � �-�`,�_.. �' �, � —, :, � I 'I �, I II — _7 I � I �M � � ---- - - � WINDOW REPLACED FOR ' WD/CLAD, EXISTING IS ALUM. WINDOW NOT IIN KEEPING W/ARCH. -----4- MATCH(E)TRIM \ I � - WINDOW REMOVED FOR PRNACY OF NEIGHBOR cwmvErvrmv � ;j _ _ asr��avNc o m'$'� t N I . FRONT YARD yll I_ �FF�`_-�� L"i'C`��TZ-�--�.,_----- -- — ., _ _ Rs.�iav�eic�oo� �� I-- i---��II \ I ��. / �� \ i � �� ` I ' I �� il� � FRONT YARD � I� �y � �E�� ;, , I �. I� V t � _ I I I � _ _ FiFSiIEVELFF.�L�vi�� . � - � I�I-� � �I --- � - I�re�canoe � �-- -- -� - - -- � 10'�2"(ADDITION) 43'-61Y2"(E%ISTING) � = A3 .2 PROPOSED LEFT ELEVATION 2 Scale: 1/4 = 1'-0" A3s - - Sheet Scale: SeeDetails v m 0 � , .-� �> � [�t�� I �I i � ., �iy� j ��uu a o r �; u � a� � ,��u v � o R, > � a,s�o��.� E� W �� z � a O � � 1 � � � . N O a „ z �' .� , m �, � :L�ET 5?kItIGS �n:li "��y, u? B4CAd V15.6i9.J?0; ., ma:1: r*o-�@eoa�ao��cster�.cori �� iform one DESIGN ■��PLANNING� a N W � E O � . •,=, O � w W O O W p O m O � q � ('; O � � U � �. QI + � �I � N: .� Q � � — � � .r{ • � � w � N CO i .�i ,. E. �, , i (N)ENGINEERED - I �' TRUSSES@24"OC I \� �___._... .. ...i____... ._. ._._. . .. ' ...:._ _ ______ � .. ..�� _ _ _____..�. o _ uMr _ _�_ . , SEETRUSSLAVO� .. . . . . . j_ _ w r�s• — w cMaOG�- 1. ..I � � � I j I I 1 'ii p � � II �� I � I I � I� � � � I, I, �I I , �i, !i � i � � � , � J� - ;;_ � _i I I _�� i � 8195 SECON�fLR s,_a, �A � -. L a�,s�� JI �� r o I5'OF SETFROMINDFLR " � I r '�� ]5-5Ei%FOM2N� LF R I �� . o' GVP. BD, TYP. I I � — R-19 � 2x6 i � � �� WALLS, TVP. ♦ � , i � / / SEE TITLE-24 � � �' �O� (N) M. BATH (N) BATH-2 N( ) HALL N( ) BED-3 \ ZO� 4 , , i ^ i� ' ' �-?s\ / � ° _-r = X_ — _ Y,9— _sE�o�oF�R F�� F�� _ i° o � ,ers _ �a� _FasrF�a.�P�„'e� � ° o . � - - - �i? HE RlG/IiSOE `�f �~ � ' � tYHEIGHi — I _ '� OHE LE£�SICe T � /, ' �fIMFJO I� ' � �I - - R-19 (B� F�OOR I � � PRAMING,TVP. � '.... �� ,p �I � BATH-1 HALL � see ni�e-24 (N) KITCHEN ��I � ENGINEEREDFLOOR � � '� ', q. . TRUSSES @ 16" O.C. ��, , "� ry � NP. W/ 3/4.. . ' �'. � TBGPLYWOOD(S.SD.) � ' �� - 175 z 925 LVL @ 12" O.C. q�� I � �,o,o Fas,F�AFhF�a i � _ __ _-- - - _ �_ _ _. _ . — � F: le�zze P; 6s3o �,sEMtH,.�Pa� ,.- � I DRIVEWAY II �, C . - E( ) BSMT o�Fwc�.rs�� esa9 . iooa�oemnuU BEYOND ! � �' � (N)BATH3 N! )DEN"2 es:.� AveaAceroc..h "� .. . . . � — — — �. _.. , ., ._. . .. � ------" .. I _ 6J14� tEFiSiOE � q } � ' � cz.n ansEM�rvr .eve�rre. ,� .. �...�.__,. . __-____' ` . ,...a...�_ _—_�:�. .� __"____.. .._ . ,..,.. ce�canoe _ _y� i PROPOSED BUILDING SECTION � Scale: 1/4 = 1'-0" na o .� .� ... . h.�u.�cH.�uir nss.� TRUS EISEE24"O.0 _ _ Y - - - - - - - - i , __(N iv,} � , �E _ y_ j � . � . I1� .. _ . , _ _ _ . �� ..� . _:.t__ . SEE TRUSS@LAYOUT , � , _ __. _. __ _ _ ��, � (E) TILE ROOE SEE � / '' .:: ��L. . ' � �. I _ ROOF PLAN � �� j'I \ �\ I % / \ , I � �.i f / � � � \ _�ECON�FLFiOaPLATE B)65. \ � �'I.�_' -_.�... . .. .��"� ��"_ ___�_�..� _ _ — / —.. _ —_ .. /..... . _.—'— _ —._.____ — ..I . .. I I I - � (E)COPPER GUTTERS -� \ a�4YP.BD,TYP. . �� 8 DOWNSPOUTS . - R-19 � 2z6 �. SAVE 8 REUSE. SEE WALLS, TYP. w �'� ROOF PLAN SEE T�TLE-24 Q m', NI__) FIER6 �� Nj_LE�-2 N( ) BED-3 U z 9' _�: � �-�ROMEO&JUUET n�I � -'� T. -.hsEmxoriariu.ria_ _ � � BALCONY rvaa w �, Yy s�� I- . ,µENSLFla T�P4°,f _ '— �_ ._.... VI �'I �r ¢ ' OI (E) WD. CORBEL� �� 41 N��, - R-19 � FLOOR '�� ' ` (E) DINING . FRAMING, TYP. �. see riiLE-2n (N) KITCHEN I �� ENGINEERED FLOOR FRONT YARD ��, TRUSSES @ 16" O.C. N( ) DECK I', TVP W/ 3/4 _ � T 8 G PLVWOOD (S,S.D.) �vl _ /- (e� 2xa � �axio �� ` ,�Rs. aA F� F�a a �o � � � i: i __ J 1 � mN� cs�s . � � _,i� i�__I— -_I:.. 1 �.I� � I 1.75u9.25LVL 17' _._—'� . �_ �ensEmEKr,ovPw _ � .i.. _i_� .—i . i .i i �L_. i_ � . 1. . .� � Il� 2X'10 �•— _ �� . ` � 3I4" T+G� - 6x8 I ��, —(E)BEAMS � �E,��o � I � REAR YARD •��-�I E( ) DEN-1 N( ) DEN-2 PATIO ��I }- i �E`-" -- •'� ,' (E)STORAGE �, �iserneuri�vei.Fe svr � .. - . ._._. � ... ___ __. _ _ _�._ _ _ . ,_�._ wner...rc.0 '_- _ — -�,— _ . . _ . . . . - . . . . i . . .. . .. . . . . :. .. .. : . . . , .. ._�.— ...__._ _ .....—"— �_ "_.__ . -T ... .. : \ _�', � I PROPOSED BUILDING SECTION � Scale: 1/4 = 1'_0„ � o v m 0 0 0� N zNz� .� „ ��, a � �� U .. N ❑ �;� �: [� ' ��.� a,.�:��o E� W Ui C7 z z�ly a a O � � � � � N O �a " z 6 ��,m „ � 7 _ 9' 1 ' I .. _ d pR1:Ji1�JE5TGti.CCM �� form�� one ' DESIGN � PLADiIJING I CYr W E-i ul , � 0 � o z U O O V] W ,�7 0 — � �� , �r 5-I 6l f:i '� U C] � } . • N U � � � � : 'ts a� ro � o ` 'CJ O� � c � �� ¢' rn � a cz N � �� N W � o ;� A F a A4.0 Sheet Sca1e: See Details i MIN. R-13 (SOUND BATT) @ ALL BATHROOMS/LAUNDRY 2x4 STU� WALL Q - i6" O.C. S S.D. � _ .. _ _ _ . 1.� i. _ _ ---- - _ � � �� II ,� _ �•��%�X\� ' I I� i---. 5/8" TVPE X GYPSUM BD. I TYPCIALTHROUGHOUTHOUSE SMOOTH FINISH OR MATCH EXISTING COND�TION -- - - STAGGER JOINTS EACH SIDE (LOAD BEARING ONLY� NO7E5: SEE VJ�MN.GPGYPSUM.COM FOR TECHNICAL SPECS INTERIOR WALL DTLS. � Scale: 3" = 1'-0" A5.0 STUCCO / WINOSOR ONE SIDING (PAINTED) APA RATED SHEATHING EXPOSURE t ?' PLYWOOD OR OSB BENJAMIN OBDYKE(HYDRO-GAP) ICC - ES REPORT ESR-3394 WALL SIDING UN�ERLAYMENT,OR APPROVEDE�UAL R-21 FIBERGLASS BATT INSULATION FOR 2B WALLS, TYPICAL. IF TITLE-24 SHOWS LOWER MINIMUMS, FOLLOW MORE STRINGENTVALUES. g' DENSARMOR PLUS FIREGUARD, OR TOUGHROCK FIREGUARD GYPSUM 80. APPLIED VERTICAL�Y OR FORIZONTALLY TO STUDS W/ 1-7/8" 6D COATED NAILS 7" O.C. STAGGER JOINTS EACH SIDE MIN. 2X6 STUDS � 16" O.C. GRACE ----- -- WCOR PWS 1MN00W VJ�TH NAILING FLANGE (SET IN SEALANT E%CEPT ALONG SILI. FLP,NGE) / / / � , � % / / / � � �' � i �� \ \.�� EXT. WALL DTLS. � A5.0 MECHANICALLV FASTEN AS NECESSARV IN CORNERS THROUGH GRACE WCOR PLUS WINDOW FLASHING DTLS. EXISTING INTERIOR WINDOW DETAIL 5 - Scale: N/A '�5 ° / / / EXTERIOR WALL ELEVATION 0 � REGGIO STANDARD �' . VENT W/ INSECT � SCREEN BEHIND (BLK � � � ALUM. SCREEN 8 N �`� �I �� VENTJ y d � � STANDARD BRICK � :' MOULD, TYP. a 'S � �J N SIDING FINISH Q ;� � N GRADELINE �, '`�"""" � ,. /I — — SI�L PLATE (SEE VCROET- � � � ios FOR oarioNsi / � � ..._\. / � \\ � GRACE - O �� WCORPLUS / i \ � � � � I \ , GftACE WCORNER^" OR -� CORNERPATCH RECOMMENDED (SEE VCRDET-507 OR VCRDET-5a4 FOR OPTIONS) II NOTES: A, VIS�T GRACECONSTRUCTION.COM FOR THE MOST CURRENT OETAILS, INSTALLATION VI�EO AND PRODUCT DATA SHEETS B. kEMOVE RIPCORD� FROM GRACE WCOR PLUS FOR EASE OF INSTALL4TION C. IFAPPLICABLE. LEAVE RELEASE PAPER ON LOVVEft MAIF OF SILL FLASHING UNTIL FUTIJRE TIE-IN W1TH WEATHER RESISTNE BARRIER D. FOR CONCRETE, MASONRY OR NMERE ADHESION IS MARGINAL. USE FERM-A-BARRIER'� W9 PRIMER TO PROMOTE V"COR ADHESION E. CHECK LCCAL BUIL�ING CO�ES FOR WEATHER RESISTNE BARRIER RE�UIREMENTS ANO INSTALL GRACE WCOR PWS WITH VVEATHER RESISTNE BARRIER TO FORM WATER-SHEDDING LAPS F. INSTALL IMNDOW PER MANUFACTl1RER'S RECOMMENDATION HND USE APPROPRIATE SEALANT fOR VNNDOW AND W00� BUCK G. DETAIL ALSO RELEVANT FOR GRACE WCOR V40 AND WCOR BUTVL APPLY A 3/8" CEMENT PLASTER SCRATCH COAT O/ METAL LA7H SYSTEM, ALLOW TO CURE FOR 48 HRS. INSTALL A 3!B" BROWN LEVELING COAT, ALLOW TO CURE FOR A MIN. OF 25 DAYS. INSTALL — A 4.S OUNCE REINFORCING MESH -� O/ THE EN71RE BROWN COAT W/ POLV PREP 30 BV MERTEX (OR E�UAL), COVERING ENTIRE MESH. APPLY FINISH COAT AND PAINT W/ ELECTROMETRIC PAINT (TEXTURE PER SAMPLE AND OWNERS REVIEW (SMOOTH FINISH PREFERRED) INSULATION -- - R-15 OR PER TITLE 24 ��, CORNER BEAD DOUBLE PAPER @ � - _ CORNER �. '�,II � APPLY A 3/8" CEMENT - / � PLASTER SCRATCH COAT ' \\/ \ \�� \,/ O/METALLATH SYSTEM, V ALLOW TO CURE FOR 48 �� HRS.INSTA�lA3/8" , ., � � � � \ BROWN LEVELING COAT, �'. �',I J\� / \ ALLOW TO CURE fOR A MIN. OF 25 DAVS. INSTALL ---�� .,_ � - A4,50UNCEREINFORCING .� I, ��_ __` 4 f MESH OVER THE ENTIRE I� � BROWN COAT W. POLY PREP ',�'' � J ,..' 30 BY MERTEX (OR EQUAL�, j, I �_� !�i COVERING EfJTIRE MESH. .� I \ I APPLY FINISH COAT AND PAINT � W/ELECTROMETRIC PAWT �, . � ' �� ;" .,�/ � �/E�_.— � DOUBLE PAPER g�p CORNER ��- �(�,� \ / \, / \�� ',� :'`\ : � -- 5/8" GYP BD. W/ PLAST.VEN. WHERE NOTED. — Dc STUD WALL R-15 MIN., BATT INSULATION --)�._ / �' WIDTH VARIES OR PER TITLE 24 SEE FLR. PLAN STUCCO EXT. WALL DETAILS � - Scale: 3" = I'-0" ^� ° REGGIO STANDARD VENT W/ INSECT SCREEN BEHIND(BLK. ALUM.SCREENB VENT) SIDING AS PER ELEVATIONS STANDARD BRICK MOULO,TYP. 3 (N) EXT. WALL VENT DTLS. 4 Scale: N.A. A5 � Scale: 3" = 1'-0" A5.0 �_ G.S.M. WINDOW FLASHING (PAINTED TO MATCH TRIM) _.� �i � SIERRA PACIFIC ALUM. I� WINDOWS (CLAD) OR MARVIN �i: � - � � � � -STUCCO/ WINDSOR ONE SIDING, --�'{�. PAINTED � (I I --� I I � k� — --� BRICK MOLD 70 MATCH (E) TYPICAL WINDOW DETAIL , Sierra Pacific or Marvin or Equal Scale: 3" = I'-0" A5.0 H [s] � C7 z FI z � W O l0 � I � � � � N O �. � 2 � �� m .� � i'.'/!'R 52R:!i�_5 �"r.t'r: :'/, L 'a4759 r.,��a15.B19.0?04 ..-nail: TiM6FORt10l1iDE5iGN.COM I � I �� form�� one DGSIGN ■ PLANNING � W E� O" w � � � W 5 O — ri �' �1 � �i � U Ca ri � ,'r. '� • � U Q C4' rl N � r-I � � q a� ro � � � — 'd � �rl � � .� N � ,'i � � N (Y7 � � E n � AS . 0 Sheet Scale: SeeDetaits I ,�� 51/7g.� _. -_ �3/4., �-- . 5/8„ . . �� . + 0 ROOM FINISH SCHEDULE PAI NT ROOM FLOORING WALLS CEILING MILLWORK CROWN REMARKS PAINT SPECS. . 2'-0" . 5,_0 ,_ _ s o' _ .., _2-0-� _ a'-a� _- _�. g�-s� _� _�3-0��__� I10�� _r-o" i .__ 9-s . ,. INTERIORS' y . � . { ' � I I _ I / \ .L _ i � � � _ I I � 3'._ I Z DEN Z VINYL WD. TBS TBS PAINT TBS) TBS _ � _ � CEI ANNAOTURA(GREEN OPTION), REGAL SELECT, ORAPPROVED E�UIVALENT _ � -I } �+ I 2� z� � t � r I, j "�✓ /,\� '� �_ Z� 3 z W . . __ - _"' ___ ."_ .__"_. ... __ ".. . - .. ._ _ . -. �v� i � I i Z:�gi ?'6' i r _ _ �,�~ �� i � I I� � II� i, , I NI 'I�� __ N _BATH3 ..TILE _�.. .- TBS TBS __ _ PAINT�TBS� TBS..._'_.__ ____.__ .__ BATHROOMSECELINGPAINT.ORAPPROVE�E�UIVALENT . �_____� -:.".-_ �._-. i _ �' ,�i .: m� ,��,'�� bi �� _ �.� io� Li �� .��' � � -,� � � �, � PATIO TILE TBS TBS PAINT (TBS) TBS EXTERIORS' AND SPA, OR APPROVED E�UIVALENT ��I � b / � I I I - G I �iJ � HOUSE'. m _,`I _ ^I _ � __ � l_._�� 1__ � .� � 1 p� �� ` i � � oli . AURA, REGAL SELECT, OR APPROVE� E�UIVALENT � � I � �EM' �' LIVING WOOD_ TBS TBS PAINT (TBS) TBS - _ -- _� _ CAL GREEN NOTES: �i� �b� �� ' \ �'� / a�q; � �il E� n0�i ��'i �Q71 r � � . _.,...._-_ _ _... _ ( )- _ 1. PAINTS AND COATINGS WILL COMP�V WITH VOC LIMITS PER CGC §4.504.2.2 I �� `• � �� a�� I � �� o BIA HGN WOOD _ TBS TBS PAINT (TBS TBS - -- _ MATOR AMSN2� 91OGC §q SaDED� HAT VERIF�ES COMPLIANCE WITH VOC FINISH h4�� Q� J ` I � � f W _ _._. _ _, _ S . _ �T _� _ . _ _ 3. CARPET SYSTEIA INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING � L. HALL WOOD TBS TBS PAINT (TBS) TBS AND PRODUCT REQUIREMENTS FOUND IN THE 2019 CALIFORNIA GREEN BUILDING 003� i641 26$: - -- --- - CODE. 2019 CGC §4b04.3 � � ��,p �,. _. __ ._. _ _ __-_ _____ ._.._- __ - :,.,; DECK TILE TBS TBS PAINT (TBS) TBS 4. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF 7HE FLOOR AREA RECEIVING RESILI2NT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2019 CGC §4.504.4 M. BED W�OD TBS TBS PAINT (TBS) TBS 5. HARDWOOD PLWJOOD, PARTICLEBOARD, AND ME�IUM DENSITV FIBERBOARD - - - - -- - - �- -- -- - -- "��"- � --- -�-- ��""- - - - COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE M CLT. WpOD TBS TBS PAINT (TBS� TBS _.,_ __ BUILD�NG WILL COMPLV WITH THE LOW FORMALDEHYDE EMISSION STANDARDS ----- _ - - LL M BATH TILE TB5 TBS PAINT(TBS) TBS 2oisccc§asoas p - -�-- - � ---�---�- - - -- - - ��- -- - -� �- - ��- -�--- - - �- 6. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-NlEIGHTED MIR _ 5'-0" _ � 3'-Z' z BED-2 WOOD TBS TBS PAINT (TBS) TBS UMITS FOR ROC AND OTHER RE�UIREMENTS PER CGC 4 504.2 3 '-�� -� z� t- ~ Y r 2�-6 I - ._ _ . _ _ _ _ __ .. .. .- � BATH-2 TILE TBS TBS PAINT (TBS) T8S 7 ADHESIVES, SEAL4NTS AND CAULKS USED ON THE PROJECT SHAL� FOLLOW o' _ +- I W ---- ---�-- - ----- �----- - -�- - �- -------�------- --- LOCALANDREGIONALAIRPOLLUTIONORAIRQUALITYMANAGEMENTSTANDARDS i � / � . (�� *I-`I i - / � �' U. HALL WOOD TBS TBS PAINT (TBS) TBS zois c�c §a.5oa2� �� _-� I� ,} 1 � I I �, �-� � - � � � - � � - � � - 8. NEW MANDATORY U-FACTOR (0.56) FOR FENESTRATION +SKVLIGHTS 150.0 (q) � o . j i � _. .. _- __ _ __ _ __ _ _ _ _ _ _ / - - BED-3 WOOD TBS TBS PAINT (TBS) TBS § i i � 9. REDUCE� U-FACTOR (0.30) FOR HIGH PERFORMANCE WINDOWS 2019 CAL a �� N ENERGV CODE §150.1 (c)3 A � I� �i 10. MAX. TOTAL AREA, 20%, NO MAX. FOR WEST FAC WG AREA, TABLE 150.1-A, AND B � � _ i oozl 11. DOOR MAX. U-FACTOR 020, TABLE 150.1-A, AND B K. L �I ROOM FINISH SCHEDULE �i� 21 ` � � � M. Scale: NA A9A �oJ EXTERIOR DOORS & WINDOWS LOCATION DOORS DETAILS HDWR. REMARKS NOTES DOOR SIZE MA7ERIALS HEA JAMB SILL TRIM TVPE FIN. WuH TVPE SYM. CORE EXT. FIN. INT.FIN. GLASS �I BATH3 2'�0'XS-0' ANM. A PINE CLAD PRIME� �OE�T) SEE�ETAILS STD. TBO NOTESI 1.YWODICLA�SIERRAPACIFICIMNDOWS�000RS,NATN5D.L1<' ._. . __ __- . . . "__ _ - _ __ . -.. - _ -_ BATH3 1'-6'X2'-0' RWN. N P�NE CLAD PRIMED LOE SEE�ETAILS � STD. T90 NOTE01 MUNTIHBARS � ----- -- - �� - - - ��-- --- � � 2.EGRESSPERCODE �!ON'', DEN2 5'�0'X6'-e" SLIDEft 0 D.F. CLA� PRIMEO IOEiT) SEE�ETAILS � STD. TBD NOTEtl1,] � ].00ORBVSIMPSONORE�IIAI,VERIFVDESIGNWITHOWNEPB .... __ _.- . . _ _. . _ . ."_ . ~ L�I DENZ 2'�0"XJ'E' CASE � PINE CIA� PRIMED LOE SEE�ETAILS STO. TBD NOTEpt �ESIGNER Z .-.- ._ . -__ _- _ .._--. .__ - - - ..__- _.. _.. 4.VEflIFYOPENINGSIZEWICONTRACTOR � !��I DEN 2 4'-0' %3'-8' CASE E PINE CLA� PRIMED LO E SEE DETAILS STO. TBD NOTE p 1 5. PNIVACV GLqSS, OPTION fiY LOCAL ART/SAN (n -- � -� � ' - - - --- ---- -- �- '-"' - - -- �- - - B. DpOR BV SIMPSON FIBERGlA55 �OOR OR EO. m _ . _..-_.- - . . ._ _ _. . _ . - .. ._ _ ___ _ __ .__-._ ._- ]OVERHFADDOOR(SHOPDRAWINGRE�UIRED.VE91Fv51DEMOUNT MOTOR IN FlEID -� --��--- --- --- ----- - -- �-- - -- � - - �� '- � �- - �- B.TftPN50MA60VEUNITTOBELEAOEDNANOOWMADEBYLOCAL - - ___ -- __ ___ _ __-__ ___ _ __ ARr,sA� EXT. DOORS & WINDOWS ELEVATIONS Scale: 1/4��=,�_o,� 3 9. NA A9.� 10 NA 11 (')FIELOMEASURE i100..,_ BATH'I i'�0'%2-0' ANM. R GIN= CLAO PFIMED LOE SEE�ETAILS STD. T0� NOTE1t1 ..._ .._ _.. -- .__ ...._-._ _ .- - ..._ _. __. �a+� BATH 1 z'-ax2-o° ANM. A PINE GlAO PRIMEO LOE SEEOETAILS STD. iBD NOTEkt `421 HALL 2'�0"Xl-0' ANM � A PINE CLAO PRIMED LOE SEEDETPILS ST�. TBD NOTESI Q�»� KITCHEN 5-0'X3Y FIXED M PINE CLAO PRIME� LOE�T) SEE�ETAILB � ST�. TBO� NOTEYI � __. _ _._._. . _.__ . "-. _. _ _.-'"_ ._ " . _ _. _ O� 10C KITCHEN 5'-0'XT-O FRENCMOR. C O.F ClAO PRIME� LOE(n SEEOETAILS ST�. TB� NOTEYI.2 -....-- - - '�--- ""-. ..- . _ .-..-.. -"--"- -. .-.. _.._. .-- � --�-- HqROWAREFINISHSPECIFICATION�. LL L� KITCHEN � <'B'X4'�" CPSE F PINE CLAO PRiMED LOE SEEDETAILS ST�. TBO NOTEiI ENTRYDOOR HAROWARE'.(BYOWNER)qNDINSTALLE�BVCONTRACTOR Z -....-�------�- -' - --.._-.-... . .-. . .. - - �� WINDOWHARDWARE-.WHITE.ttP.ryERIFVW�OWNER) _._ ____ _-...._ - ._. ___ _.. _____. V.I.F. � CAL. GREEN REQUIREMENTS , �- � -� ----- "- --- -'--'- - - -'- -" --' "' 1.SEECALGREENRE�UIREMENTSINROOMSCMEDUIE . _ -... _.- _ . _ _' '__ - -- ... _. __.- -__._ ' _____ I _ - - __"_ . .. _ _ _ ,_ �I I � ..-1318"SOLIDCORE Z� , PAINTGRADE M.BED 3'�PX3'4' CASE D PINE CLA� PRIMED LOE SEEOETAILS STO. TBD NOTEtl1.2 I _ -_ -_ _-._-_ - ___.._.. _- "-__" .__._" __ .._"__. . _ _--'__ 2a�'� M.BED 3'�RXJ'b' CASE D FNE CLAD PRiMED LOE SEEOETAILS STO. TBD NOTEtt.Z SAFENGLAZINGNOTES(CRCR308.4) -- -- � � � �� - -� - h.ALLSLIDING�SWINGINGGLAS5000RSTOHAVESAFETVGL421NG. 2� Z�ZI MBATH 3'�0'X3U' ANM G PINE CIAD PRIMED LOE(T) SEEDETAILS STO TBD NOTEMI B.GLAZINGINSHOWERiTUB�SAUNHflOOM5LE55THANBO'ABOVETHE I O-- . ..__ .'___ -__.. . __ ...-_-_. ..... . _ - _. _- - ._.__.- _ _ _ �103I MBATH ]'-0'X36 CASE D PINE CLAD PRIME❑ LOE(T) SEEOETAILS STO TBO NOTE01 STANDINGSURFACEANDLESSTHAN00'MEFSUREDHORI20NTIALIV I - � - - - " - - -. _.. . .. - -'- --" - - FROMTNEWATER'SEDGEOFAfl4THTUB,HOTTUb.SPA.WHIRLPOOLOF �y ��_ M.BATH 1-0'X3-0' CASFIFIXE� H FNE CLA� PftIMED LOE SEE�ETAILS STp. iBD NOTEii 9WIMMINGR,^OL " . _ - _ ___. . _ -_ . _-"_- _ - _ ._ _ .__-___.. . _"'__ -- __-- . � ', - 50. CORNER 3.5" 205 i a r O MBATH 1'-0'X3-0' CASEIFIXED H PINE CLAO PRIME� LOE SEEOETpIL9 STD. TBD NOTEYI C.GIAZINGWITHNA39'ARCOF �OOR HATISlE55iHFN60'ABOVE ^ �- -- --- -- - - - � HINGESTYP. EMTEK Z � BATH2 ___ _ �2-0'%J6 ___ C SE IA.___ PINE� CLAD_ ._ PRIME�_�_LOE(t) SEEOETAILS � __ STD T9D NOTEp�t BOTTOMISLOSSTHFNGB'AFDNT�LFAST3B'ABOVETHEFLOOR I ( ' 20B W Z09I BED 3 <'E' X T�0' f'RENCH OR. J D,F. CLA� PRiMEO LO E(n _ SEE �ETAILS _. STD _� �T6D �NOTE Y 1, 3__ ABOVE H O� HE BOT(O�M TflEAD OF A STA RTVu4YTAND ESS A D ��' I (/1 208 BATH2 2-0'X2-0' ANM A PINE CIAD PPIMED LOE SEEOETAILS STD TBD NOTE01 THrW�6' � - �-- - -- -�----- - ..00OFHEIGHTS: - ___- .--- - - -�-��-- -- - -- -- -- - � - - - �� - - �� - - F. GLPZING IN Gl1AftD58 RAILINGS. �, NERIFV) FOR COST Z10� BED3 5'-0'X2'-0' � AWN. K PINE CLAD PRIMED LOE SEEDETAILS STO. TBD NOTE%1 p.GLPZiNGNDJACENTTOSTNIRWAVS.LANDINGS,ANDRAMPStMTNIN36' ...__ . ._. ____ _._ _._ . - _ . .. - .. _ .. ._ . _- ___. �>>I� BED2 5'-0"X4'-0" CA9E l� PINE �CIAD PRIME� LOE SEEDETAILS 6T0. T90 NOTE%1,I HORIZONTALLYOFTHEWAINING ---�- �--- ---- ---�- --- �-- ... ....._ __. __ _ _._ _ .-_-_ - SURFACELESSTHAN36'ABOVEFINISHFLOOR. , �...--- -I � EXT. DOORS & WINDOWS SCHEDULE � A� Scale: NA A9.0 INT. DOORS ELEVATIONS Scale: 1/2��=,�-o�� A9.0 APPLIANCE SCHEDULE r�orE�. auownNCE nHo iNsraueo ev nuowaNCE, cor�rRacroa ro ir.�c�uoe a�ocKwc iRoucx.iN as NEeow aEa saEc sHtErs ROOM APPLIANCE TYPE MANUF. FINISH MODEL # REMARKS KITCHEN (N) RANGE T.B.D. T.B.D. T.B.D. T.B.D., TYPICAL DUAL FUEL -- - - - - ----- -- - - o (N) VENT HOOD T B.D. T.B D. T.B.D. T B D., MIN. 100 CFM, VENT TO EXTERIOR PER CODE o- _ _. - -- _ _ _ _ - -- - LL (N) REFRIGERATOR T.B.D. T.B D. T.B.D. T B.D., INCLUDE WATER LINE TO REAR OF UNIT _.. _ _____. .-- _- __ - - _ __. -. _... _- . _ ..__- . _-_ p (N) DISHWASHER T.B.D. T.B.D. T.B.D. T.B.D. - --_ - - - - - - -- - - LL (N) DISPOSAL T B.D. T.B.D. T.B.D. T B.D. __ ... __ - ....__ __._. - ____ _ ..___. __. _ _- _._-.__-.. -_.__- _- (N) MICROWAVE T B.D. T.B.D. T.B.D. 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(E) 2-STALL GARAGE (E) CONL. ryao�Ecn �I � II _ - - --- -------- (E)OVERHEAD, � (E)OVERHEAD' DOORi i DOORI ��(El �i ENTRY DOOR , �� i _ i EXISTING GARAGE FLOOR PLAN � NO WORK Scale: 1/4 = 1'-0" �z.o (E)PRIVACY \� WALL - - i REAR YARD _— (E) CONC. - CURB I _}- � �� GARAGE T.O.P.� _ � Y .. _ . . -_�— _ _._ I I li � � (E) WD. BRACKETS II � I I � I ��ll I I ' �__. (E) WD. O.H. DR. 9 -If --. �I'.� I I � �. _ , � - (E) STUCCO J� I I -__ I��I_�. I�� / (E) CONC. WALL W/ PRIVACV ----- I -_---- ---- � � SHRUBBERY � �� _. I�� I I GRADE � �8' 0•• .8"I EXISTING FRONT ELEVATION � NO WORK Scale: 1/4 = 1'-0" �z.o �� o� ----�- GARAGE T O.P �- — ; � PRIVACYWALLLINE � (E) WD. SIDING PAINTED' I � i I.,.' _ - -- REAR YARD � _ _-_.__..� , � �- - --- � _ _ '�. ._ - ___ _ _ — fEl . _________ ___' . _ .. __- _ __ PtaNTeH I _ _ _ _ � , _ _. _. _._� '�_DWGRADEY �,. ' _ __ _-__ _ .. . . __— � G�RA�E �1 e"� 18'-0" EXISTING REAR ELEVATION 4 NO WORK Scale: 1/4 = 1'-0" cz.o - �e�n � � `R a f�.. � �,. ,��> . - . :, . . � � s« _ a IMAGES OF EXISTING GARAGE � NO WORK Scale: NA cz.o ¢� �,�.. �'.!;i Is �� GARAGET._ O.P_� L _ . . _ -_- _ � '. . ---i- ,r—L li' � 11� - � �iF'��~'�;1 -. (E) WD. SIDING PAINTED'� �� QI�// o�oo - � .. . . oo�� - �voo y --'"� (E)WD.ENTRYDR. p - � (E) WD. �P.TTICE FOR oI - _ p`o - — DECORATIVE � 0 o� ,� �' u � � o00 -' �ANDSCAPING , — b o coNc. wr�.c wr _ LEl__ 0 0 �- � ° PRIVACYSNRU68ERV � - — — - --- .�.� � —� DRIVEWAY . +�- ._ _____..._ . _ 20'0" _ _._ � (q CON4 GURB `_._ . _ --_ .__ -. _--_._._�. GRADE � ' _ _. _—_'--}_ EXISTING LEFT ELEVATION � NO WORK Scale: 1/4 = 1'-0" c2.o o� �, GARAGE T O P. � — _ . _ _ . ._ _ -__ _ ' __ _. —_ .- __ .. ._ _ _ _ _ . . _ .. _ . "_ _ . ___ I � _ �_ -- - (E) PRIVACV WALL �' -.... j (E) WD. SIDING PAMTED �i .. � -- - �--I o�. CONC. WALL LINE . _ _ _ _ _ _ . '� F--- _ . _ _ .. __ _ _ _ - ._. _-__ . _{ DRIVEWAY �..__ .-. - —� -- , I �ej coNc cuae �-- - - - � GRADE � _•__.___ . _ __ . _20,_��, _._..-_ - __.. __ _ _ �9..� EXISTING RIGHT ELEVATION 5 NO WORK Scale: 1/4 = 1'-0" �z.o � L 0 � ui � 5 N a, v Q o� �I��S uu C S � 0 � u ; a i � �i U � O mnz S'i, R A. �� a 0000a E-i W � C7 z z � a O � � I � � O �"� .. - � z a ts � �, m �:, � -0�43 SILVSR SPkIIlGS O0.IVE 'h�Ci�y, UT 5;098 J1i.819.0305 �-....... i=P1?.��R.^!C!M1'�ESIG;1.f0!.! �� ; � form� one - — ---. I DESIGN ■ PLANNING a W H O � Ga � c z � � o 0 a. a � '� w � o — �� ,, � " r� Fc � C7 �; c �' , on x -,� v .5 � � � v � � -� o' — y� � � W �� rn .-i N � �i P'. N � �� -. N CO � N H , G2.0 Sheet 5ca1e: SeeDetails