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Home My WebLink About1112 Bernal Avenue - PlansSHEETINDEX (') = FUTURE BUILDING SHEETS T1.0 TITLE PAGE ARCHITECTURAL DRAWINGS 1110 B E R NAL AV E. L LC GN GENERAL NOTES + gURLINGAME REACH CODE ChIECKUST p,2,0 PROPOSED 1 S7 + zND FLOOR PLAN + qRBOR/ST REPORT ,qp,� PROPOSED ROOF PLAN (MAIN HOUSE) 1112 BERNAL AVE. (LOT #17) SW CONSTRUCTIONBESTMANAGEMENTPRACTICES A3.0 PROPOSEDFRONT+REARELEVATION FAR PROPOSED FAR A3.1 PROPOSED LEFT + RIGHT ELEVATION B U R L I N GAM E, CA. 94010 (-) EXISTING SURVEY A4.0 PROPOSED BUILDING SECTION A1.0 SITE PLAN G2.0 PROPOSED GARAGE PLANS (_) TENITIVE MAP (LOT SPLI� (7 A5.0 CONSTRUCTION DETAILS A9.0 VNNDOW + DOOR SCHEDULE N ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH SYMBOLS BUILDING DATA LANDSCAPEDRAWINGS � L1.0 PROPOSED LANDSCAPE PLAN N & Md EXH Exhaust PBD Particle Bd. APN #: 02fr182-250 L2.0 PROPOSED LANDSCAPE IRRIGATION PLAN � d Penn EXP Ex ansion PFB Prefabricate d � Duplex convenience oWet 8 plate Y P O L2.5 LANDSCAPE DETAILS Angle EXPO Exposed PL Plate (line) ^ I � Floor convenience om�et LOT AREA: : 7,504.37 SQ.FT. a @ At EXT Exte�iw PLAS PI8St0� � GRID LINE REFERENCE �F� GFI duplex convenience outlet CITY OF BURLINGAME C Center line FBO Furinshed by PLYWD Plywood � Fourptex ouuet 0 DI2. Of fOUfid OWf18f PNL Pef181(Iflg) BLDG 8 WALL SECTION REFERENCE � Duplex conv. outlet, 12 ho�, 12 swilched FAR - Perpendicular FDN Foundation PNT Paint(ed) nrrow inaicates airection orview GROUND FLOOR = 1,875 SQ.FT. Letter intlicetes bui�ein9 section $�°' 22oV ame e as r ENTRY/COVERED = 133 SQ.FT. # Pound or No. FIN Finish PR Pair - reg pe equipmerrc Sheel number FL Floor (line) PRCST Pre Cast DETAIL REFERENCE � GFI/W.P. weatherproof outlet COVERED DEDUCT =(133) SQ.FT. AB Anchor Bolt PLASH Flashing PT Pressufe Treated NumDer indicates wall section $ Flush mounted floor 3 ceiling outlet GARAGE = 441 SQ.FT. ABV Above FLOUR Fluorescent r.� sheet number �unaion Dox GARAGE DEDUCT =(400) SQ.FT. AC Asphatt Conc. FLX Flexiable QT Quarry Tile b SECOND FLOOR = 1,584 SQ.FT. ACOUS AcOUStiC21 FOC Face of COnC. EXTERIOR ELEVATION REFERENCE �..� Television outlet Artowindicatesdiredionofview o FIRE DEPARTMENT NOTES ADH Adhesive FOF Face of Fin. R Riser 7elephone outlet 8 piate TOTAL : = 3,500 SQ.FT. ADJ Adjustable FOX Face of Stud RAD Radius sheet numher piood ii ht AGG Aggregrate FO Finished Opening REINF Reiriforce � g 1. AN AUTOMATIC SPRINKLER SYSTEM /S REQU/RED THROUGHOUT THE ENTIRE MAIN HOUSE, UNDER A SEPARATE PERMIT. AL Aluminum FPL Fireplace RELO Relocate p` INTERIOR ELEVATION REFERENCE {�j- Ceiling fixture 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE AP Access Panel FTG Footing REMO Remove � ARow inaicetes airection oiview ,. rh, Wall I"ght PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR APX A roximffie FURR Furrin REQD Re uired ° e Letter intlicates bullding e�evation '`� BACKGROUND. pP 9 q Sheet number Porclein recepticle w/ pull chain FUT Future RESIL Resilent �`" 3. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENER,4L BD Board RO Rough Opeing � Indirect cove Ilghting CONTRACTOR SHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN TITLE SYMBOLS BEL Below GA Gauge RWD Redwood � um r ndicated e�evation, wa�� seaion � Recessed cei�ing can lights MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. BLK B�ock(ing) GALV Galvanized or aetaii � a" recessed low voRage w/ direclional trim 4. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DR,4WINGS PAGE BM Beam GB Grab Bar SSD See Struct. Owg. 5heet number Recessed ceiling light = SEE SECTION 25.26.070 OF THE BUILDING PLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE BOT Bottom GI Grab Iron SH Shelf � • LOCATION OF THE DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN BRK Brick GL Glass/Glazin SHR Sheathin waterprootceiiingtannightspiate 9 9 EXT. DOOR & WINDOW SYMBOL �`"" DOMESTIC AND FIRE PROTECTION LINES. Recessetl wate USE OF BUILDING: RESIDENTIAL BS Both Sides GR Grade (Ground) SIM Similar �� Indicates door 8 window number ryroote�enor up �ight 5. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDlX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS BTWN Between GYP G sum SLR Sealer �° OCCUPANCY.• R2 1'P INTERIOR DOOR SYM80L Sing�e pole switch LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPEC SpecRication �� Indicetes aoor number � TYFE OF CONST.: V-B SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50% � 3 way switch NUMBER OF E STORfES: 2-STORY CAB Cabinet HBD Hard Board S� Square ( 1 6. MIN. 1" WATER METER REQUIRED. " CEM Cement HD Heav Dut SLD Standard swrtcn wiaimmer NUMBER OF (N) STORUES: 2-STORY Y Y REVISION SYMBOLS �n- 7.IFAN ELECTRONIC GATE CROSSES THE DRIVEWAY, PROVIDE A KNOX KEY SWITCN CONNECTED TO THE GATE TO ALLOW FOR CER Ceramic HDR Header S. STL Stainless Steel cioud arouna revtsion 000r activated swacn NUMBER OF DWELLINGS: 1 FIRE DEPARTMENT EMERGENCY ACCESS. CI Cast Iron HWD Hardware � PARKING: (N) 2- STALL DETACHED GARAGE COLOR / MATERIAL SVMBOL � Motion detector CLG Ceiling HOR Horizontal SUSP Suspended O� � SPR/NKLERED:(E)NOFIRESPRINKLER CERTIFICATE OF OCCUPANCY CLKG Caulkin Number intlicates color antl / or material Timer (swflch) 9 SYM Symmetrical ;� (N) HOME WILL BE SPRINKLERED CLR CIBaf INT ��tefiof ROOMREFERENCE � Vacancysensorw/dimmer"manualon" � BED RM. Room name 1. DUE TO THE EXTENSIVE NATURE OF THIS CONSTRUCTION PROJECT, THE CERTIFICATE OF OCCUPANCY WILL 8E RESCINDED CMU Conc. Mas. Utlit INSUL insulation T T�e2d Vacancy sensor "manual on° ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCCUPANCY VNLL BE ISSUED AFTER THE PROJECT HAS BEEN FINAL. NO CNTR Counter TB Towel Bar s03 . Room number '•� COL Column JST Joist TEMP Tempered °�� Weatherproofswitch OCCUPANCY OF BUILDING IS TO OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. COMPO Composition JT J011li T&G TOU9UB & GfOOVB � MATCH LINE, SHADED SIDE IS � Countertop air Swi�Ch �oN� �o��a�e THRU m�o�9h CONSIDERED Doorbellpushbutton CONSULTANTS BUILDING + PUBLIC WORKS NOTES: CONN COf1f18Cf(i0f1) LAM Laminate TOS TOp Of SUrfece � WORK, CONTROL, OR DATUM POINT � Chime CONST Construdion LT Light TPD Toilet Paper pROPERTY LINE � DESIGNER STRUCNRAL ENGINEER 1. PUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED. PLEASE CONTACT CONT Cantinuous LVR Louver Dis enser smoke aeteaor p � FORM +ONE DESIGN MIKE MAHMOUDIAN PUBLIC WORKS @ 650.558.7239. CPT Carpet TYP Typical ------ SEiBnCK UNE � 7hermostat CONTnCT: TIM RADUENZ CONTnCT M�KE MAHMOUDIAN 2. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED, NOTE: AN INITIAL FIELD INSPECTION IS REQU/RED MAS Masonry speciai ouuet 4843 SILVER SPRINGS DRIVE E5� euRLiN�AME RD. PRIOR TO START OF ANY CONSTRUCTION (ON PRlVATE PROPERTY OR !N THE PUBLIC RIGHT-OFWAY. � DBL Double MC Medicine Cabinet UON Unless Otherwise �8 � PARK CITY, UT 84098 SUITE 519 3.RECYCUNG + WASTE REDUCTION FORM IMLL NEED TO BE SUBM/TTED +APPROVED PRIOR TO ISSUANCE OF BUILDINCa ° DEMO Demolish MECH Mechanical MECH Noted EXISTING CONTOURS � Instant stah florescent light PHONE: 415-8�9-0304 BURLINGAME , Cn. 94070 pERMIT, CONTACT JOE MCCLUSKEYOUR RECYCUNG SPECIAUST 650-55&7273. � Lantlscape liqht TIM(�FORMONEDESIGN.COM PHONE: 850.348.3457 Gm DF Douglas Fir MEMB Mem6rane UNF Unfinished � 4. A GRADING PERMIT IF REQUlRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. „ DIA Diameter MFR ManuFacturer 92� NEW OR FINISHED CONTOURS � Eledrical panel boarC ON?JER ARBORIST Pa:�� DIAG Diagonal MIR Mirror VERT Vertical ��y� �ti�g 1110BERNALAVE.LLC KIELTYARBORIST en: '` E 1112BERNALAVE.(LOT#17) POBOX8187 SCOPE OF WORK DN DOrVft MNT MO�fIt(ed) VG Vert. Grain y�� Delete e�dstin BURLINGAME, CA 94010 SAN MATEO, CA 94403 y s� DR Door MTL Metal TOP OF WAIL oE 9 P: 850.525.1464 1. NEW HOME CONSTRUCTION, 2-STORY W/ DETACHED 2-STALL GAR,4GE DS Down Spout WB White Brothers p9 RE ftepiace existing TITLE 24 �. RICK ROCKLEWIR C�v�� 2. (CURRENTLYSUBMITTED W/PUBUC WORKS) TENITIVE MAP - LOT SPLIT DRA DfBWef NIC NOt in Wp WOOd �j � Gas outlet NRG COMPLIANCE INC. �VIS LUTZ, P.E., QSD/QSP Contract WpW Window '�' TOP OF CURB PRECISION ENGINEERING 3. LOT 17, VNLL BE RE-ADDRESSED AS 1112 BERNAL AVE. AS PER PUBLIC WORKS REVIEW. Hose bib PO BOX 3777 EA Each NTS NOt f0 SC219 WI WfOugh� IfOf1 6 HB SANTA ROSA, CA 95402 801 WALTERMIRE STREET r�h' Ceiling/floor supply register BELMONT, CA 94002 EL Elev2tl0� W/0 With (Out) �o PHONE:707-237-6957 Q TOP OF PAVEMENT P: B50228.8840 VI C I N ITY MAP ELEC Electrical 0! Over WP Waterproof '�' ceiling/floor return register ENCL Ef1CI05U�8 �C On Center WR Water Resistant �� Wall dlffuser LANDSCAPE ARCHITECT SURVEY EQ Equal OPNG Opening WSCT Wainscot MIKE CALLAN QUIET RIVER EQPT Equiprii8nt OPP OppOSit@ �- FIXTURE OR EQUIPMENT SYM80L � T.V./Computer Outlet B3 BOVET RD # 374 8747 SIERRA COUR7, SUI7E K ` SAN MATEO, CA 94402 DUBIIN, CA 94588 1 Centrat vacuum inlet - O E�ly E2Ch W8y PHONE: (850) 372-9220 P: 925.734.8788 ° � I nu�u�.uee�---- ro I I / � DES (EX) F�cisting p PlasliC � Automaticgaragetloorsxitch 26-18 PAR Parallel � A Alarm control keypatl EXTE R I O R F I N I S H E S a �R/[LO �� , MATERIAL SYMBOLS APPLICABLE CODES WALLFINISH: WDHORIZONTAL+VERTICAL �� 0�� a;o �o 0 0 0 0� o� o; o o' o; Swvo ,� O SIDING(S) CEDAR (MITERED CORNERS, OR SIM.) � i r a i s i i� e o a ii it ie w � g J ° �' • e ROOF: CLASS A, ARCHITECTURAL ASPHALT ' ' . Igi : � � � � Bituminous paving Metal 0 Sand/ Mortar/ Plaster 2019 Califomia Buildin Code � � �� ' O� �O , g 9 SHINGLES 0� n x ns x e+ u a a� ,s N� n� i er ir u ro "' � Batt insulation 1-1--'r� Metal Lath Wood frame construdion 2019 Cal'rfomia Residentlal Code �� 4 °�O •�i � WINDOWS: WOOD ALUM. CLAD WINDOWS W/ SDL � � B ri c k V e n e e r � Ma fi le / ti le 0 Exis ting cons truc tion 2019 Califomia Plumbin g Code SIERRA PACIFIC OR MARVIN W/ S.D.L. OR EQ. �i0 � 0 �� p p p p � � O; ; O b� � � v p '� � Stone Veneer � EaRh C_� E�tisting const. removed 2019 Califomia Mechanical Code - 2019 Califomia Electric Code � ae�Ke . � � Concrete DEFERRED SUBMITALS - � - "'�' � � Wood � Precast concrete 2019 Califomia Energy Code � O O� ; O O O O O O O� O 0 O � O O O p O � Concrete Block � Steel � Rigid insulation 2019 Califomia Fire Code 7. FIRE SPRINKLER PLAN � i q �� - E a 1� W CITY OF BURLINGAME MUNICIPAL CODE 2. THE HARD LINE DRAINAGE SYSTEM ; � r � a �� s a � s a a ii ie a w ��i t a 4 s � � � Grevel / Rock fill � pl y wood 0 G y psum board 3. E N C R O A C H M E N T P E R M I T �� S . , 1 8 2 . \ 1 8 5 � � Q 2019 Califomia Green Building Standards Code 4. STORM WATER CONSTRUCTION POLLUTION PREVENTION �� ' h` i 0 4 j';�=+ CAL GREEN BUILDING MEASURE m�'" "" A g"� ro � „� "� CAL GREEN BUILDING CODE CHECKLIST: Single Family to be attached to jobsite building set PERMIT (PRIOR TO PERMIT ISSUANCE) � , i , ,,,�. ,,,,�,,. � Zt e�ccEs rW pNITIAL FEILD IS REOUIRED BEFORE START OF All Electr�cartion in Accordance W/ City OF Burlingame Reach Code Ordinence #1979 CONSTRUCTION) 0 � 0� 0� O O O �; ' Q; O p Oi �i ° �s a 7. AN AUTOMATIC IRRIGA710N SYSTEM CONTROLLER FOR LP7JOSCAPING WILL BE PROVIDED BY THE BUILDER AND INSTALLED AT 5. SEWER BACKWATER PROTECTION CERTIFICATE ' ' ' F THE TIME OF FINAI INSPECTION. M19 CGC §4.364.1 (FINISHEO BEFOREISSUANCEJ 4 r �/+N�[ AVE S E'" 2.AM/N/MUMOF667GOFTHENON-HAZARDOUSWNSTRUCTION+DEMOLI710NWASTERGENERA7EDA7THESITEWILLBE CONSTRUCTION HOURS B.RECVCLINGBWASTEREDUCTIONFORM(FIN(SHED / " DIVERTED TO AN OFFSITE RECYCLE, DNERSION, OR SALVAGE FAqL17V PER CITY OF BURLINGAME OR�INANCE + 3019 CGC §4.408 BEFORE ISSUANCE � y� ' r �' i �'� a� 3. AN OPERATION AND MAINTENANCE MANUAL VNLL BE PROVIOED TO THE BUILDING OCCUPANT OR OWNER. 1019 CGC §4.410.1 � OO O OO �O OO OO OO OO OO OO O OO OO � iv � / -=� � � ";�� t� p-� a uPON aEouEsr, vERiFicanoN oF cornaunNCE wim rrris cooE rouv iNc�uoE coNsraucrioN oocurnENTs, auris, 1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER � SEWER IATERAL TEST ENCROACHMENT PERM�T �: , � �Li SPEGFICATIONS, BUILDER OR INSTALLER CERTIFiCAT10N, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LISTED ��NISHED BEFOREISSUANC� / e J I 3 i 7 t D /0 I/ /p p /I � t '� 'k ` �E�; ';� 4' E" 8. BAAQMD J-NUMBER � � BUILDWG DIVISION THAT VNLL SHOW SUBSTANTIAL CONFORMANCE WITH THE T019 CODE REOUIREMENT.Y019 CGC §703.1 i � � � - � - - � � .< < ' .I 5. AT TIME Of ROUGH INSTALLATION, DURING STOR4GE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STPRTUP OF THE gELO W. (FINISHED BEFOREISSUANCE) y . . . . - �� . . . . . � �B8 _ Hea,TiNc, CONSTRUCTION HOURS 9. PREMANUFACNRED ROOF TRUSSES (CBC 1603.1) d n M ts N p pt t/ 2v .v p n ro 6 � e S � k f ;, 1 �l e i � i COOLING 8 VENTILATING EOUIPMEN7, ALL DUCT AND O7HER REL4TED PJR DISTRIBUTION COMPONENTS OPENINGS IMLI BE 10. (SUPPLEMENTAL) DEMOLITION PERM? WILL NOT BE ', Q I ! 4; i i ,I (,! ;_ , COVERED W/ TPPE, PLASTIC, SHEE7 METALS, OR OTHER ME7HO�S ACCEPTABLE 70 THE ENFORCING AGENCY TO REDUCE THE �EKDAYS: 8:00 A.M. - 7:00 P.M. ISSUED UNTIL A BUILDWG PERMIT IS ISSUED FOR THE ' I ' I 3 pi � ; I'� I� AMOUNT OF WATER, DUST, OR �EBRIS THAT MAV ENTER THE SYSTEM. (CGC I.SW.1). SATURDAYS: 9:00 A.M. - 6:00 P.M. PROJECT 0 � 0� 0 0 0 E O 0 � OO �O � O � �O �� SUNDAYSANDHOLIDAYS: NOWORKALLOWED 11.ATnMEOFBUILDINGSUBMInAL:ANEROSIONCONTROL - � PLAN AND STIPULATE ON DRAWINGS THE REMOVAL AND Z �'�'�� AVE. h -� HIDDEN CONDITION NOTES (SEECITYOFBURLINGAMEMUNICIPALCODE,SECTION13.04.100FORDETAILS) REPLACEMENTOFSIDEWALK,CURB,GUTTER,SEWER � - � �f LATERAL, + WATER LINE TO THE PUBLIC WORKS DEPART. BEY�RLY TERRACG �s� UI�� p,�q�EL .vAP Vd. Je%P CONSTRUCTION HOURS IN THE ClTY PUBLIC RIGHT-OF•WAY ARE LIMITED TO WEEKDAYS 12. SUPPLEMENTAL �EMOLITION PERMIT APPLICATION (IF 1. A� hidden conditions that re uife WOfk f0 bC etiormed be ond the sw Of th1B bUlldl� REQUIREDJ WILL BE SUBMITTED AT TIME OF BUILDING •*v�+ � � usmv �ow'no,v ,�t[ qsv a as Sh y q p y pe g permit issued AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 6:00 P.M. SUBMITTAL, NOTE: THE DEMOUTION PERMIT WILL NOT BE for lhese plans may require further Ciry approvals including review by the Planning commission. �ssuen uNia a euan�Nc PerrM�ris issueo Fott vRateci. ' Sc 0 � v t� m 0 b � � C 0 � � a ,� N U N m 0 � ��000 �o�� m�� C �o �avS E-+ W � C7 z z � w 0 � N I N � � I � N O r � H O a � z a � '_�i4 SPiu!�Gi J.YI1Z �i[�, U: EiG3d ;li.:_9.0_04 :1: x*MPFo.�v�:0`°EDES_�?:.�oFi �� v orm+ one IGN ■ PLANNING � H () � O a -- � a o :rn � � U z z � �m ro z H � �a � � `J � � 4� � � F � 7 T 1.0 eet ale: SeeDetails MECHANICAL NOTES: ELECTRICAL NOTES: 1. ALL WORK SHALL COMPLY W1TH THE CALIFORNIA i. ALL VVORK SHALL COMPLY WITH THE CALIFORNIA 13. A�L INCANDESCENT LIGHTING FIXTURES RECESSED 14. PATCH AND REPAIR ANY DAMAGES TO FLOORS, MECHANICAL CODE (CMC) AND ALL APPLICABLE FEDERAL, ELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL, INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO WALLS, CEILINGS, HARDWARE, FIXTURES, NANDOWS, STATE AND LOCAL CODES. STATE, AND LOCAL CODES AND ORDINANCES. CLEARANCE INSULATION COVER PER 2018 CALIFORNIA ETC. AS A RESULT OF THE DEMOLITION PROCESS. 2. MECHANICAL CONTR4CTOR TO ACCEPT SOLE 2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED ENERGY CODE AND RATED IC OR APPROVED EQUAL MATCH EXISTING A0.IACENT FINISHES AS CLOSELY AS RESPONSIBILITY FOR PROPER DESIGN AND INSTALLATION AT CRAWL SPACES AT OR BELOW GRADE, AND MEETING UL RATING OR OTHER TESTING /R4TING POSSIBLE. OF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BY OUTDOORS SHALL HAVE GROUND-FAULT LABORATORIES RECOGNIZED BY THE ICC. 15. IF ANY QUESTIONS ARISE TO THE INSTALL4TION OF OTHER FOR SPECIFIC INFORMATION. CIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION. ALL 14, THIS DR,4WING IS FOR L4YOUT PURPOSES ONLY. NEW ANY MATERIALS AND/OR E�UIPMENT, OR WITH THE 3. MECHANICAL CONTRACTOR TO COORDINATE NATH RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE ELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICAL CONSTRUCTION �OCUMENTS, THE CONTRACTOR SHALL GENERAL CONTRACTOR TO DESIGN AND INSTALL GROUN0.FAULT CIRCUIT INTERRUPTER (G.F.C.I.) WORK SHALL BE DESIGNED AND BUILT IN ACCORDANCE CLARIFY THE �UESTIONS W! THE DESIGNER BEFORE SUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH. PROTECTION. WITH THE NATIONAi ELECTRIC CODE AND APPLICABLE PROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/O CONTRACTOR TO FIELD VERIFY AND DETERMINE SI2E AND 3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A CODES, STANDARDS AND REGULATIONS FOR BUILDING THE DESIGNERS AND OR OWNERS APPROVAL. CONFIGURATION OP DUCTS AND REGISTER. SEE SHEET DETECTOR SHALL BE INSTALLED IN EACH SLEEPING LIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING. 16. TOTAL THICKNESS OF NEW WALLS SHALLMATCH INDEX FOR LOCATION OF TITLE 24 CONFORMANCE ROOM AND AT A POINT CENTRALLY LOCATED IN THE ELECTRICAL CONTR4CTOR IS RESPONSIBLE FOR THAT OF ADJACENT WALLS. WORKSHEETS AND ENERGY COMPLIANCE NOTES WITHIN CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED pgTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTOR �� THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, THIS SET. HVAC �UCTS LOCATED IN ATTIC SPACE SHALL FOR SLEEPING PURPOSES. A DETECTOR SHALL BE TO PROVI�E COMPLETE DESIGN-BUILD ELECTRICAL OR PATCHING OF WORK THAT MAY BE REQUIRED TO BE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO AS INSTALLED ON EACH LEVEL OF A MULTI-STORY SYSTEM AS REQUIRED TO PROVIDE THE (NEN� SERVICE �� ITS PARTS FIT TOGETHER PROPERLY AND SHALL NOT TO INTERFERE NATH USEABLE ATTIC STOR4GE DWELLING, INCLUDING &4SEMENT IEVELS. IN SHOWN (SCHEMATICALLY) ON THE DRAWINGS. NOT ENDANGER ANY OTHER WORK BY CUTTING, SPACE. SPLIT-LEVEI OR MULTI-LEVEL FLOORS, A SMOKE GENER4L NOTES: EXCAVATION, OR OTHERWISE ALTERING THE TOTAL 4. MECHANICAL L4YOUT SHOWN IS SCHEMATIC AND IS DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, ALL VWRK SHALL COMPLY W/ THE 2079 EDITION OF THE CA. �RK OR ANY PART OF IT. ALL PATCHING REPAIRING, SHONM FOR DESIGN INTENT ONLY. OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS BUILDING CODE AND ALL OTHER CODES AND AND REPLACING OF MATERIALS AND SURFACES, CUT 5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED SLEEPING ARE4S. WHERE THE CEILING HEIGHT OF A REQUIREMENTS, IN THEIR MOST RECENT EDITION OR DAMAGE IN EXECUTION OF WORK, SHALL BE DONE APPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) 8 ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS INCLUDING THE FOLLOWING: W/ APPLICABLE MATERIALS SO THAT SURFACES CPC. VERIFY DUCT SIZE VNTH MANUFACTURER'S EXCEE0.S THAT OF THE HALLWAY BY 24 1NCHES, SMOKE 2019 CAL/FORN/A PLUMB/NG CODE REPLACED WILL, UPON COMPLETION, MATCH SPECIFICATIONS. DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN y019 CAUFORN/A MECHANICAL CODE SURROUNDING SIMILAR SURFACES. 8. FURNACES OR BOILERS SHALL BE INSTALLED PER THE A0.IACENT ROOM. DETECTORS SHALL BE INSTALLED p019 CAUFORN/A ELECTRICAL CODE 78. ALL NARK SHALL 8E SCHEDULED AND PERFORMED MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE IN ACCORDANCE WITH APPROVED MANUFACTURER'S 2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS SO AS NOT TO DISTURB ANY OTHER TENANTS IN THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE INSTRUCTIONS. WHEN THE VALUATION OF AN ADDITION TO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIES BUILDING. ANY WORK THAT WILL DISTURB ANOTHER (CMC) OR REPAIR EXCEEDS E1.000.00, OR WHEN ONE OR MORE AND TRANSPORTATION NECESSARY FOR A COMPLETE AND TENANT, ABOVE OR BELOW, OR IN THE FLOOR , SHALL 7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SLEEPING ROOMS ARE ADDED OR CREATED IN AN PROPER EXECUTION OF THE WORK IN AN ACCEPTABLE BE PERFORMED MOST EXPEDITIOUSLY AND THE SHALL BE LOCATED WITHIN THE UPPER AND LOWER 72 EXISTING DWELIING, THE ENTIRE DWELLING SHALL BE INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANY DISTURBED TENANT SHALL HAVE FULL USE OF THE INCHES Of THE ENCLOSURE. DUCTS SHALL BE SEPARATE PROVIDED WITH SMOKE �ETECTORS LOCATED AS REQUIRED PERMITS FOR THIS OR HER VeORK. PREMISE. AND SHALL NOT BE OBSTRUCTED. REQUIRED FOR NEW DWELLINGS. IN NEW 3.THE MIN. ACCEPTABLE QUALITY OF MATERIALS, 19. ALL TRADES SHALL FURNISH ALL LABOR, 8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL CON5TRUCTION, REQUIRED SMOKE DETECTORS SHALL WORKMANSHIP, AND METHOD OF INSTALLATION SHAIL EQUIPMENT, MATERIALS, AND PERFORM ALL BE SECURELV FASTENED IN PLACE. SUPPORTS FOR RECEIVE THEIR PRIMARY POWER FROM THE BUILDING MEET THE FOLLOWING CRITERION: CONFORM TO THE NECESSARY, INDICATED, REASONABLY INFERRED OR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO WIRING WHEN SUCH 1MRING IS SERVED FROM A AMERICAN NATIONAL INSTITUTE STANDARDS VNiERE SUCH RE�UIRED BY ANY COOE W/ JURISDICTION TO SUSTAIN VERTICAL AND HORIZONTAL LOADS AS REQUIRED COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A STANDARDS EXISTS. COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE BY CMC. WATER HEATERS TO BE SECURED VNTH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNA� q, CONTRACTOR SHALL PERFORM ALL ADDITIONAL AND PROPER FINISHED JOB. ANY CUSTOMARY AND MINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THE VNiEN THE BATTERIES ARE LOW. VNRING SHAIL BE ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED UPPER AND LOWER THIRD OF THE UNIT. PERMANENT AND WITHOUT A DISCONNECTING SVNTCH RE�UIRED BV THE BUILDING DEPARTMENT. AND RE�UIRED TO COMPLETE PROPERLY THE WORK 9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE) OTHER THAN THOSE RE�UIRED FOR OVER CURRENT 5. CONTR4CTOR SHALL VISIT SITE PRIOR TO SUBMISSION OUTLINED SHAIL BE FURNISHED, EVEN IF NOT FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OF PROTECTION. SMOKE DETECTORS MAY BE SOLELY OF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC. SPECIFICALLY SHOWN ON THE DRAWINGS OR INTERIOR CONDITIONED SPACES. BATTERY OPERATED VNiEN INSTALLED IN EXISTING 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY MENTIONED IN THE SPECIFICATION. 10. VERIFY ALL FIXTURE LOCATIONS VNTH OWNER PRIOR BUILDINGS, OR IN BUILDINGS NATHOUT COMMERCIAL ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO 20. CONTRACTOR IS RESPONSIBLE FOR ALL TO INSTALLATION. POWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION, STARTING VWRK. ANY DISCREPANCIES SHALL 8E CONSTRUCTION CLEAN-UP, DURING AND FINAL. 11. ALL FIXTURES TO 8E SELECTED (OR APPROVED) BY REPAIRS, OR ADOITIONS REGULATED AS OUTLINED REPORTED TO THE DESIGNER FOR REVIEW. 21. THE AMERICANS WITH DISABILITIES ART (ADA) IS OWNER. ABOVE. 7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS SU&IECT TO VARIOUS AND POSSIBLY CONTRADICTORY 12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST 4. TELEPHONE OUTLETS 70 BE PREWIRED BY OTHERWISE NOTED, (U.O.N.) INTERPRETATIONS. THESE PLANS AND ANY CONNECT DIRECTLY TO THE OUTSI�E AND PROVIDE A SUBCONTRACTOR. CONTRACTOR TO COOROINATE AS 8, DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLE ACCOMPANYING SPEGFICATIONS ("PLANS') REPRESENT MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN RE�UIRED. VERIFY LOCATION OF ALL TEIEPHONE WITHOUT THE DESIGNER'S OPINION REGARDING ITS VENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY OUTLETS W1TH OWNER PRIOR TO INSTALLATION. APPROVAL FROM THE DESIGNER. INTERPRETATION OF THE ADAAS IT APPLIES TO THE OPENINGS INTO THE BUILDING AND BE PROVIDED WITH 5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES, g. SAFETY MEASURES: AT ALL TIMES THE CONTR,4CTOR SU&IECT PROJECT. IT IS NOT IN ANY WAY A WARRANTY BACKDRAFT DAMPERS. ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL SHA�L BE SOLELY AND COMPLETELY RESPONSIBLE FOR OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY 13. AT NEW FORCED AIR FURNACE INSTALLATIONS BE MAINTAINED AT LEAST 24 INCHES APART. CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF OR ALL POSSIBLE INTERPRETATIONS OF THE ADA BY PROVIDE 3' MIN. VvnRKING SPACE ALONG EACH SIDE (WITH 6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12 pERSONS AND PROPERTY. OTHERS. A TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED), FEET MEASURED HORIZONTALLY ALONG THE WALL. 70. CUTTING AND �EMOLITION SHALL BE DONE BY BACK AND TOP OF FURNACE. 7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROILED METHODS, VNiICH WILL AND WILL NOT JEOPARDIZE 14. INSTALL4TION INSTRUCTIONS FOR ALL LISTED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION AND EQUIPMENT SHALL BE PROVIDED TO THE FIELD HABITABLE ROOM; IN BATHROOMS, HALLWAYS, WILL NOT DAMAGE PORTIONS TO REMAIN. INSPECTOR AT T�ME OF INSPECTION. STAIRWAYS, ATTACHED GARAGES, AND DETACHED 77. CONTRACTORS SHAIL REMOVE, CUT, CAP, AND REPAIR, PLUMBING NOTES: GARAGES WITH ELECTRICAL POVJER, AND OUTDOOR qS NECESSARY, ANY UTILITES. INCLUDING BUT NOT 1. VERIFY ALL FIXTURE LOCATIONS VNTH OWNER PRIOR ENTRANCES OR EXtTS. LIMITED TO: ELECTRICAL, MECHANICAL, PLUMBING, AND TO INSTALLATION. 8. PER CEC, LIGHTING FIXTURES LOCATED VNTHIN FIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULED 2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY CLOTHES CLOSETS SHALL BE MOUNTED ON THE WALL FOR DEMOLITION OR ARE NO LONGER OPERATIONAL OR IN OWNERS. ABOVE THE DOOR OR ON THE CEILING. CLEAR4NCES SERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAIN 3. ALL NEW WATER CLOSETS SHALL BE 1.26 SHALL BE AS FOLLOWS: FULLY OPERATIONAL. GALLON/FLUSH MAXIMUM. A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12" 72. IN GENERAL, THE ONMER RESERVES THE RIGHT TO 4. NO DISHWASHER MACHINE SHALL BE DIRECTLY B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9. RETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROM CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDING THE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BY WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON NECESSARY TEMPOR4RY POWER. THE OWNER ARE TO BE REMOVED FROM THE SITE 8Y THE THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. 10. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND CONTR4CTOR AT CONTRACTOR'S EXPENSE. LISTED AIR-GAPS SHALL BE INSTALLED WITH THE FLOOD SWITCHES WITH OWNER PRIOR TO INSTALLATION OF 13.CONTRACTOR IS TO PROVIDE ALL NECESSARV DUST LEVEL MARKING AT OR ABOVE FLOOD LEVEL OF SINK OR ROUGH ELECTRICAL. PROTECTION ANDIOR BARRICADING RE�UIRED TO DR4INBOARD, WHICHEVER IS HIGHER 11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED pROTECT ADJACENT SPACES AND EXISTING FINISHES. 5. (N) ELECTRIC TANKED WATER HEATER, CONFIRM VNTH AND PURCHASED BY OWNER. VERIFY EXACT LOCATIONS CONTRACTOR OS RESPONSIBLE TO REPAIR ANY OWNER, REC/PROCATING PUMPAS OPTION. WITH OWNER PRIOR TO INSTALLATION. DAMAGES CAUSED BY CONTRACTOR OR THEIR SU&CONTRACTORS. Kielty Arbarist Services LLC Crnifcd Arbonel WEp0476A P.O. I3ux 6187 San Maico. CA 9440� fi50-515-9]R3 Mn�ch IA.?021 Mr. Patrick Gilwn 1731 Adrien Rood p I l Burlingame,CA 94010 Site: I I10 Bemol, Burlingame. CA Dcar Mr. wilkll Ae roqucvcd on Tucsduy. Merch Ib, ]0? I, I visi�cJ thc a6ovc sim �o insspcct and commcnt on e i.�� m� Raw�d � �� mr �� onn� r�y. n,� � �. �� s�ni� a«i�� d n� i.� rurfie roou. Your conoem u m ihe futwc heel�h a� sefeN of ihc Vee M1u pomqcd this visit. MetYod: nil inapec�iaK wem mak trom �he yrounl; �Ac �ree wu na� clim6ed fm �his impx�im. Thc Vecs in qucstion wcm lacelcd on e hmd drawn map pmviJcd by mc. Thc trec was ihcn m��a r� d�«. o� sa �Mn� ac�� a i��<i (DBHordiamc�aetbrcesihcigh��. Acmdiiion reting (CON) is povided using 50 percent vimliry oM Sn pc�ccm (orm, us ng ihc Pollowmg uale. I ?9 Vcry Punr .� .v 70 J9 Pom , a�,�� g„ �f SO 69 1'uir :}� .:�., s '10 - xn 600d YO - IW Lnwllenl ,�:; - Tl�cheigh�oflhe�rtewumeavurtduringoNikon I�unslry 550 Hypsometer. The preod wvv pac�vl uR � ;,�,.�� T,SP, �ann��ua��rccommeml,�io�+�.�N�n n�nicav�ce a¢ pmvided. Dowe redwood wil6 poor limb epaein6. iiioe<mov?nnrzi t.i � ObzmHem: �� The Iree in yun�iun is a duwn rtdwmll,4k�ru.a�yunio ��..�^ �/�yru.nn�l.�rJe,lwithadiuncrernbrco�hcightof35.5 �Mnes. rn� �� s i«��d �� me Ra� or m< �m�ny ��. �n� reur pmpeny lirc. The cstimotM hcight of �he �rce u 50 f t .or',T. _ �.ilhamml.mwneprendof40fM.Theviguraflhelmxis -�'"M fnir wi�h daliM in �he campy. Thc fom� of�hc trec is poor wi�h lerge su� ca mols. The recem Inca ufu limb hes caused '-�-l-,: - medumegc�otheproperty. Thetnemeeivnncondi�ion � � a�ingof45unaI.1170�1el�worl� Uax�n mlwooJ wIM Leavy loteni kader. i'dlvrt i� ommon for k�den like thia Summuv: The ler� sequaia hes very poor (nrm wi�h u hivvry of limb �-�- io.�. n,�a�d�M��m�o-��.a��.,ar��a��mai w-ill cominue ia enuu �he «w dcxline The vee will w dcclice, nid fwure limb foilmc is likely. 71rc lurgesur(anivotsimvelepproaime�dY�! ifmmlhelnt makin6londuepin6 ^�y impouible. Thc svr(em mms +� .��II e�miwlly Jc..wy the W�Iding in �he rcar of thc property. Remme vM replace the uce as mmming �he tmc and ns w �hin ANSI r�andards or [iew munngcmen� prec�ices will not �mpmvc IM irtcs poor fo(m or Icuen Nrc chonccs o( Iailuremukingthehecanimmed�amhomrJ. Replacelhe ee wnh a Ch nex pis�achc, red ook or rcd mople. I,erge sunc�e raols cctenAfng 4U feet maYe I�ndeeapi� nearly imporible. Rcmovel ofthc ttec is �hc anly me�hod tliet climine�es nll hazerdv and lubilitics auociamd with Ihe Ira. The infomation includad in thu repan is hclieved to 6e we and boxd on wwd erbmieulNrJpnncipiesen s. Sincereiy.� f / �� a� Kevin R. Kiclry �� Cenifad Arborist W Ep0376 � ; Y�f�oM • �.o wx^�S a HK6VK1� I KCF''VK I - LULI t Scale: NA GN City of Burlingame Parks & Recreation Department l Ol0 Burlingame Ave., Burlingame, CA 94010 piwne: (650) 558-7330 • fex: (650) 6967216 ¢borba!albwlineeme mre Vavkk Gllson Member 1310 Bemal Ave LLC 11108emalAvenue Burlingame, CA 9C010 I reNewM your rea�st fer the removal of one �1) Dawn Retlwootl Vee rt 31109ema11wnue aM based on the informa W n y0u have prvvlded, I have matle the following determination: The Oawn qeGwootl is loratetl in the rear ot the propeM abnH ihe easement and neigM1borinp s[ruttures. F :��rv��,mo�o� or.00a r�om m� n« n.� �iea o� � wna� a�a m�� me a,¢a,�o��a me r.re m ne a hipping naiarG. Removal oF thge rooh would make the Vee unstable anE a poten[ul haxard. Thc sWCNre of the Gre is poor, wlth aEnnhgeous limb growth, arM dead Ilmbi. If Me vx were m be vimmM usir�g ISP staMartls, Ne hee would hemme unbalanred and sparse with Ilnle Iea1 powth. me tree is IwtM dese ro a o�Ws d garage. When the garege is Oullt multiple raon wlll be serer¢E musing �he hee to EMine aM bemme a havrd. I am app�oWng Ne remaval basetl on the Munitipal fatle Gap[n I1.Ofi.00A (d) ii� me �o�,enio� or me vK wan ,e:cea �o e.�,�,�,�a a•oeoua rt�,m�, �z� rne nxesslry co remove th¢ tree in oraer to consvuC arcy moposed imo��[s._ol Nc o�oceM, arM �)� The ewnomic consequences anE obllgaUons ol repuiring a[ree ro remein. Therefore, I in[mtl ta lssue a permn /Or Me removal af one �l) Oawn R¢tlwotl t�ee pased on the Munic10al COEe Uaprer 11.06.060(E� Ilrpan Re/uresUtion antl Tree Prot¢Rion Ordinence. neWaement w�ch wrc udnrA bw miMw.tre Wyle mm Wdrow vacs Inohuk w nml w�x be nwhstl ro M Planted anri'hpe on tha OrMrc prapMy n d�fned In Sectbn 11.W.090. aal=e�� o.oxm �,�e,i,� w�mm ioome� mme waa�mare=i� ��i„w ��o� ormmd«�:�o� nao�i+m mn aeusio� o�,�� or ia �amoos o�n�ame:, m�n nemea io �.,�r�e ro o�. ott�eeynPniu, iaa a o.w�ded � smmo 13 06 OBO of the Urban ReforestoNon ond irttGrotect�on Ord�non�e (Burl�nBome Munrclpol Cotle Cho0hrl] O6J. The permit wlll be IssueC at the end ol the work day on A�MI!$l013, f ro aooeal has been recelved hy that date. Sln�erely, � � Cm �y Bob Diun vah Suce�IntendenVCiry Arbonst CertifeE Frborls[ WEfi891A ISA QualifeE Tree Risk Asse_ssor btl/gb [[: Aqi�nt �rop�nY �'ners CITY ABRORIST APPROVAL z TREE REMOVAL APPROVAL FOR 1 I IO BERNAL NEXT DOOR Scale: NA GN �� 2020 BURLINGAME REACH CODE CHECKLIST BURLINGAME FOR NEW SINGLE FAMILYRESIDENTIAL CONSTRUCTtON �� . � � . . - . . . PROJECT ADDRESS: � � l2 BERNAL AVE (LOT 17) BURLINGAME, CA 94010 026-182-250 APN: �UTURE UPDATED) qppLICANT NAME: TIM RADUENZ - FORM ONE DESIGN 1. ENERGY EFFICIENCY AND ELECTRIFICATION A project is deemed New Construction K it is a new building, from the ground up, or rf the value of the addition(s), alteration(s) and repairs to an existing building is greater than 50% of the currenl replacement value of the existing building or strudure as detertnined by the building official, and it includes new heating, cooling, (if present), and ventilation. Note: all projects must compty with mandatory elements of the 2019 Building Energy Efficiency Standards as well as this Reach Code. Choose All-Electric, or All-Electric Readiness: ❑ All-Elaclric. ❑ No natural gas or propane appliances. ❑ No gas meters or propane infrastructwe. ❑ Compliance with energy efticiency atandards required by the State (no atlditional local energy efliciency requirements). OR � All-Electric Readiness. Check the box for each applience which usea natural gae or propane antl confirm that ihe elecirical requirements are met �or each: I� Range/Cooktop - Dadicated 208/240V, SOA capacity receptacle within 3 feet � Fireplace, or Fire-pit - Receptacle with equivalent capacity, within 3 teet 2. SOLAR PHOTOVOLTAIC � A photovoltaic system will be instelled, sized per eQuation 150.1(C). ❑ This project is exampt, based on excessive shatling and/or insufficient roof space), and therefore includes: Compliance with excapti0ns under [he 2079 Builtling Energy E(ficiency Standards (Exception 6 to Section 110.10(b)1A, or Exception 4 ro Section 110.10(b)16): ❑ Installed solar tlomeslic water heating systam, OR ❑ Demand responsive thermostat(s) plus one o( lhe following: ❑ EnergyStar Dishwasher ❑ Home Automation System ❑ Greywater Irrigation ❑ Ralnwater Catchment System For more information, please visit: httos://www.burlinqame.oro/deoartments/buildinq/reach codes ohp, or contact Green Building Specialist Joe McCluskey: imccluskev anburlinoame.ora, 650.558.7273. 10-16-2020 2 3. GREEN BUILDING � The permit applica[ion includes a completed 2019 Burlingame CALGreen Residential checklist. Download at www burlinaame oroldeoartments/buildino/forms and documents oh�#outer-46. 4. ELECTRIC VEHICLE (EV) CHARGING AND READINESS � Complies with the Califomia Green Building Standards Cotle Section 4.106.4; ffi Complies with EV charging requirements specified below: Singla Famlly, Duplex, or, Townhouses with attachetl private garages � One parkinq space has a Level 2 EV Ready Circuit � If there is a second parking space, it has a Level 1 Ready Space. � Meets required minimum electrical capacity ` Def ni�ons o EV Level 2 Ready Circuit: A parkirg space equipped with a raceway, winng, recepfacle, and electriral capacity to the EV charging station. A minimum 208Vl240V, 40 amp circuA vrith teceptacle labeled "EV Vehide OutleY or, electrical vehicle supply equipment wRh a minimum output of 30 amps. o EV Level 1 Ready Space: A parking space equipped with a raceway, winng. receptacle, and elechiral capacity to the EV charging stetion. A minimum 1 tUV, 20 amp circult with receptacle labeled "EV Vehicle OWeP or, electncal vehicle supplY equlpment. 5. VERIFICATION This torm has been completed by TI_M RADUENZ_(neme) oi FORM ONE _(company), the architect, designer, or qualitied green Duiltling rater for the above listed project who verifies that it accure[ely represents the project plans. � .i, 02_23-21 SignaWre � � � � Dale TIM RADUENZ __________--__________________ Name For more infortnation, please visit: httos://www.burlinqame.orq/deoartments/buildinq/reach codes.ohp or contact Green Building Specialist Joe McCluskey: imccluskevnburlinqame.orq, 650.558.7273. to-is-2o20 REACH CODE CHECKLIST ; Scale: NA GN N C 0 � N ,� � N a v 0 0 � � � a ooaoa �aq ��$ a��o- � �� M� b.�..m �a.-i E-� W � C� z z � W O � N I N � � I � N O � � � E� O a 2 a � 9643 �?LYER SPR?FES CkIVE Patk Ci[y, �T e4,?b Ph: 4;5.819.C?OS =:ea_.: Tiner4.exEnes:c::.caa �� v form+ one DESIGN ■ PLANNING � � z 5�.. N ��F� wd N .1 H � � E� U � o a �-- � a o .� � � � r.� r.� U zz `� a x �a' �m �m z H � �a � ,� D �--I .� P7 GN � � � 2 � Sheet Scale: See Details v u m A SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. � � Construction 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-Hazardous Materials ❑ Berm and cover stockpiles of sand, dir[ or other conswcrion material with tarps when rain is forecast or if not actively being used within ld days. ❑ Use (but don't overuse) reclaimed water for dust conuol. Hazardous MateriaL� ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous malenals and wastes in wafer ti�hl containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be cazeful not to use more than necessary. Do not apply cl�emicttls outdoors �vhen rain is forecast �vidiin 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Covcr waste disposal containers securely with tarps at the end of every work day and durin� wet weather. ❑ Check waste disposal containers frequendy for leaks and to make sure they aze not overfilled. Never hose down a dumpster on the conshucrion site. ❑ Cleazi or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, eteJ ❑ Dispose of liquid residues from painu, thinners, soh�ents, glues, and cleaning �uids as hazardous waste. Construction Entrances and Periroeter ❑ Establish and maintain effective perimeter conVols aud stabilize all construction entrances and exits to suf6ciendy control erosion and sediment dischazges from site and hxcking oiT site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracldng. Necer hose do«v streets to clean up tracking. Equipment Management & Spill Control �' ;� . �. ",._ i � � � ,� � .�. , ;�-, Maintenance and Parking ❑ Designate an azea, Stted with appropriate BMPs, for vehicle and equipment pazkuig and srorage. ❑ Perfonn major maintenance, repair jobs, and vehicle and equipment wushing off site. ❑ If refueling or velucle maintenance must bc done onsite, work in a bermed area away from storm drauis and over a drip pan or drop cloths big enough to collcct Buids. Recycle or dispose of fluids as hazardous waste. ❑ lf vehicle or equipment cleaning must be done onsite, clean with �vater only ui a bermed azea that will not allow rinse water to run into gutters, streets, storm drains, or sarface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleanmg equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) ar-ailable at the construction site at all times. ❑ inspect vehicles and equipment frequenily for and repair leaks prompdy. Use drip pans to catch leaks mitil repaus are made. ❑ Clean up spills orleaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces w�here fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dp malerials immediately. Do not try to wash tUem away with �vater, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spIlls immediately. You are required by law to report all significant releases of hazardous materials, including oiL To reporl a spill: 1) Dial 911 or your local emergency response number, 2) Call the Crovernor's Office of Emergency Sen�ces Warning Center, (800) 852-7550 (24 hours). Earthmoving �J.. f�\-- - ? �� a . ��` � i�'� . . . �N.�°1,� ��• �,. _z.... �,,r � _ \' ".� ::�,_ � -� . ❑ Schedulc grading and excavation work during dry �ti'eather. ❑ Stabilize all denuded azeas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber mahix) until �egetation is established. ❑ Remove esisting vegetadon only when absolutely necessary, and seed or plant vegetation for erosion coutrol on slopes or where construction is not immedialely planned. ❑ Prevent sediment from nugratiug offsite and pmtect storm draui inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, bern�s, etc. ❑ Keep excavated soil on site and Vansfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ lf any of thc folloa•ing condilions are observed, test for contaminarion and contact the Regional Water Quality Control Boazd: - Unusual soil conditions, discoloration, or odor. - Abandoned undergroiuid tanks. - Abandoned �vells - Buned barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet wealher or when rain is forecast, lo prevent ma[erials that have not cured from contacting storma�ater runo(T' ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, sium� seal, fog seal, etc. ❑ Collect and recycle or approprialely dispose of eacess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pa��ement. Sawcutting & AsphaltlConcrete Removal ❑ Protect ncarby storm dram inlets when saw cutting. Use filter fabriq catch b�sin inlet filters, or gravel bags ro keep slurry out of lhe stomi drain system. ❑ Shovel, abosorb, or vacuum saw-cut slurry and dispose of all waste as soon as you are tmished in one location or at the end oP each work day (whichever is sooner!). ❑ If sawcut slum enters a catch basin, clean it up inunediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterw�ays, and on pallets under cover to protect them from rain, runoti', and wind. ❑ Wasli oul concrete equipmenUtrucks offsite or in a desi�,mated «�asl�out area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into lhe underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washaater from entering storm drains. Block any inlets aud vacumn gutters, hose H ashwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properiy. Landscaping ` �;1 � ��,,,. �jI � ❑ Protect stockpiled landscaping materials from wind and rain bp sroring them under tarps all ycaz-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue applicarion of any erodible landscape material �� ithin 2 days before a forecast rain e�•ent or dwing wet weather. Painting & Paint Removal Painting Cleauup and Removal ❑ Nevcr clean brushes or rinse paint containers into a s�eet, gutter, storm drain, or stream. ❑ For water-based paints, paint out brushes to the extent possible, and rinse into a drain lhat goes to the sanitary sewer. Never pour paint down a stomi drain. ❑ For oil-based paints, paint out bmshes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non-hazardous dry sVipping and sand blasting may be swept up or collected in plastic drop clochs and disposed of as trash. ❑ Chemical painY stripping residue and chips and dusl from marine pauus or paints containuig lead, mercurv, or hibutyltin must be disposed of as liazaz•dous waste. Lead based paint removal requ'ues a state- certified conttactor. Dewatering ❑ Discharges of groundwater or caphued runolT' from dewatering operations musl be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call } our local wastewater treatrnent plant. ❑ Divert run-on water from offsite away from all disturbed azeas. ❑ When de«atering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Fdtration or diversion through a basin, tanl:, or sediment trap may be required. ❑ In azeas of kno�rn or suspected contaminarion, call your local agency to determine wl�etlier the gound w�ater must be tested. Pumped groundwater may need to be collected and hauled off-site for treahnent and proper disposal. � 0 � .,, > u a oaoao �� u �� o� �e �� N a ..�� °� E� W � z H � a 0 � N N � � � N 0 � � �t O a �t a � 4843 SILVER SPRINCS DRIV¢ eazk City, Ve 84098 Ph: 415.819.a104 E-mall: TIMdFt7RMON20ESIGN.COM ��' � form+ one nFGrc:x ■ cr.annsTur � � �t E• U � o a -- � a � .rn � � U W W C�'J w mz H 0 o a � � a .� � P �-i ri GY) O .� > s�. a � .� 0 a � � �1. � GQ � � E S ♦♦ Sheet Scale: See Details � � � � � Materials & Waste Management �� n a� N tD N N ft 0 � � � Title : Proposed Floor Calculation P`°'"` � 1110 BERNAL AVE. LLC 1112 BERNAL AVE., (LOT #17) BURLINGAME, CA 99010 Job No. : 20-38 �Utawn : 3IM RP.JUENZ �Date : 10-03 :0 �' on > � ■ � °3 b� � � � f3 '.' `3 �� a a �� Q ��e� : 1110 BENIAL AVE. LLC 1131 A�RIAN ROA�, M13 BURLiNGPME CA 94010 _on!nq: RESIOENTP` Lo: SS<<: 1=Cx6?._ - ,:Oa s4.:':. �o��ra«o= : GILSON OEVELOPMENTS INC. 1�31 ADFIFVI ROA�� M13 BURLINGAME Cn 99010 CONTRACTORS LIC.M 959166 APN#:(LOT #17) 026-182-250 PLANNING SET Revisions Rev.: �escription : �ate _ 001 oypNNING CP�MISSIqJ COMiENTS 03.?_ 09-15-21 00= D03 ooa oas OOfi ,;: : ,� ; . ,:�.. . , �.,.:�, , ,,:.� � � , �.� . ,,. < <,.. . , , .,.: , - ,,, . � , , � ,, ,... ,�.v �, :.� ,,,,.,,, „ „ ,:..,, w„ � ,,, w„ , __. , , , . , . , A . ,. .� E,, � �. .. , � �,�,,,�� „ �,� . . , . , ,.�� ,<< , � ,�,.,.,_. , . LOT 10 � � LOT 11 � LOT 12 � LOT 13 � � � � B L O C K 3 1 (3 LL4 B3) - _ _ --M -x--�( -�7C� 7��t � R-X �7� 7�=� 7f=. _� . X=�� -7f =� ; �X ---.%`- - - x 60.5 - ' :: � _'.. ., _, � CP-9 . _ _, _ ^: , . . x 57.6 ' _ � WOODUTIUTVPOLE _. ......, 's �Q�pt �� .._A-- x57.2-' xe�.s a� 1tl'ALLEY z' or�ser d . se,s w000 aarvncr �Nce =s�.a �_ 0.8'f � x 59.8 0.2•t CATE � � 1' OFFSET 624 -%-% X-X X �� L0T 14 -- -,. ,, x - �-- --�-- -"� x�"- - - -- TWO STORY HOUSE 70P EL: BB.73 * �24.7't . 20.3•t �. N SSV4'00' W t25.00' �EE ��E '� , * '�' 7REE .m�EE � , TREE . SINCLE STORY BUILDING � " � iREE �. . _ FOOIPRINT = 306t S0. FT. o � � ' N :�� .5�.� -- . ' � x 58.9 � x SB.6 .' � �' . .. � � . . . 79.5't . '" ' � p5 x 56.9 � 7.6't �' x62.3� � µ �....� . '-� ry ?2,, I�{-/�WOOD PRIVACY FENCE � SINGLE 570RY BUILDING � � � - `7' � z 62 8 .� jM u FOOTPRINT � 6883 50. FT. - �p_� .-' .% . : � �� x 58 6 ; GMACE M'OOD PRIV�CY FENCE x�23 ' . 1 µ �� HT. 11.0't �I � / S7.B I�{ � - �4.� 59.4 . • 58.9 _r*o \ . ,� 3.0't I � �� .� DOOR . CP-24 RETAINING � �'Q� WALL \Q y'L (x �l .STEPS . � / ,. HT. 1�f `� 1•O' ,�, �. �� P x-62.3 ,� x 57.7 \ Q,Q �Xx63.3 . 18.2'3 .. . ��1' �� - CP-Q13 `'t� � II TBN x 60.6� POST . / TREES � .� � �SEFCUT'%'�9 'x61.8 � x 58.5 El: 63.fi1 � '" ' I x CP-27. �x 63.4 . ... �,PY�,� x 57,3 _. STONE x 59.1 ' S7. P�t��1 57.5 � WROUGHT IRON � RETAINING WALL - pCi� �fENCE PORCH / 1.0�3�.{-.� % X-X-X . � � ' h STEPS . '..-'... ' - / . �Q`�� % � � . j � STONE PATH I z 63.7 a z 60.5 STEP. ° TREES �.0'* 44.6�i - . CAS METER PLANtER WALI .%' TREE �-- ELECTRILAL PANEI H7. 0.6't �- L1NDS OF ACUIIAR . 3Ix � � ... . � �� -�.� ' x LOT 19 PORT70N 18 ' � g�EE _ �. PORCH 59.0 BLOCK }q �< � 63.7 lANDS OF � k s�as �� I ." GIISON DEVEfAPMENT x s�.s �Ix � �ors is, n e� Pna. ie sze BLOCK 34 x 57.6 p� I� � (J LLS 93) / u+ APN: 026-182-250 CONCRETE Wp00 PRIVACY fENCE I� i / �� 1110 BERNAI A�fNUE � a � � d' -� 16.009t SpUARE FEEf . i 63.7 :.- 57.9 ; IK .. - . � . 58.< + iRE� w �- �63.7 � x60.3 �. TMY7 STORY HWSE '"� I� ' � x . -y FOOTPRINT � 2255t S0. FT. 57.6 � �E � x 63.8 � _ _ � .� � x 58.5 .. /J �x px 637 :�x60.4 �.. 58.2 . ( . NROUGHT IRON TREE FENCE �� - / x 63J � �..638 ,- � / a �. 4� � K 58.J , . I.� .�,.: yR1 � TREE x60J � S J -28.8'3 � � � : � � '. CY'-12 P�.1 �,, TREE w�., CONCRETE' � GATE� - STONE.-�PATH . � r�y4,'�P �-ze � x se.a :,.. F - � x 61.7 � CONCRETE 63 7 �' 60 5 �. k � BORDER � � �. HOT NB � �x 59.2 1 * - z_ _ _ -- _ . -a � �� k� SHED / � �.4 . WDOD PRIVACY FENCE ' - --�� , ' " " � , � ,� . ga x 63.6' ' x bp,5 �� x��8 � � x 63.7 -�� x 63.6 _.. � � e•. a��..� p��t ; - TREE� � - x 60.6 � � x 60.5 / TREE . iREE� TREE . �7REE � �' / /1. 1REE 7REE 3' OFFSET _ -- 5 SSW'00' E 725.Ob' x / , �.� _ ' � � . . � � �� .�� X 59.8 � - . . t' _ - �i _=�� X �"�r TREE� � ' _ - __ _ _ _ . �.. _ - - GATE � CATE 620.� . . .'_ � . . �- 61 A . ' . . . � � . 60.3 BRICK.. � 60.0 � � 59. BRICK . � - - � � .. CANCRETE SIDEWALK �� BAQ( OF�SIDEWALK 5ET SPIKE �M'�00 PRIYACY FENCE � � � ��N... �- COIUMN CONCREIE SIDEwALK ' . �... . . . - � .67.2 . .. . .. '.� � 595 . -- . DIRT 61.7 61 7 �.�'TREE 61.1 a�EE 60.6 pIRT 59.8 TREE :. DIRT 58.8 fi1.4 60.9 60.3 59.5 DRIVEWAY SB.4 WRB d� GUITER x 58.9 BERNAL AVENUE 59"1 50' N10E RIGHT-OF-WAY x62.0 61.6 x60.8 x60.2 x59.7 x59.0 x58.9 61.4 59.6 58.4 II B L 0 C K 3 7 I I I (3 L13 93) I LDT 10 � LOT 71 � LOT 12 � LOT 13 I_ _ - - _ ' � � LOT 14 � I i i� io m �' _.�S - - i " � � TOPOGRAPHIC SURVEY LANDS OF GILSON DEVELOPMENT 1110 BERNAL AVENUE LOTS 16, 17 & PTN. 18, BLOCK 34 (3 LLS 93) CITY OF BURLINGAME 5AN MATEO COUNTY CAI.IFORNIA SCALE: 1� = 10' OCTOBER 29, 2020 � 10 5 0 t0 SCALE: 1" = 70' QUIET RIVER Iand Services Inc. 6747 Sierra Court, Suile K Dublin, CA 94568 (925) 734-6788 Phone W � > i; a� F U J � W � Qn V BASIS OF BEARINGS RECORD OF SURVEY u�P FlLED Gdt RECORD IN BOOK 29 OF LLS. MAPS AT PAGE 99, IN THE RECOROS OF SAN MAlEO COUNTY AND TN'0 3/4' IRON PIPES ALONC THE RIGHT-OF-WAY CARMEUTA AVENUE, TAKEN AS NOR7M 34'S3�42' EAST. BASIS OF ELEVATION TME ELEVAT10N5 SHONN HEREON WERE DERIVED FROM L-1/L-2 DATA COLLECTE� USING NAVSTAR GLOBAL POSITIONING SYSTEM (GPS) ANU A CHCX90D-OPUS RECEIVER AND POST-PROCESSED U51NG 7HE CORS NE7MORK. ALL ELEVA710N EXPRESSED IN NAW 7988 DATUM. , NOTES � 1.) DATE OF FIELD SURVEY� OCTOBER 9, 73 k 28, 2020 2.) PROJECT BENCHMRRK: CP-27 (7BM) SET CUT '%' IN COHCRETE NEAR POOL AREA NANNC AN EIEVAPON OF 63.61 AMSL (NAWBB) 3J CONTWRS SHOVM HEREON ARE AT ONE FOOT (1') INIERVALS � � _ - - ,�iw i, FIY „'i' i .� $iN .� i "' �iz � •�i' i i i 1.6' (44 Ll5 86) � LEGEND - - - -� SUBJECT PROPERTY LINE - - - - ADJOINER PROPERTY LINE -%-x- EXISi1NG EASEMENT LINE * 00.0 SPOT ELEVATION O SET 5/8' REBAR W/ ORANGE PLASTIC CAP STAMPED PLS /�6437 � SET NAIL AND TAG STAMPED PLS �6437 Q FOUND 3/4" IRON PIPE LS �7701 • FOUND 3/4' IRON PIPE LS �6304 SURVEYOR'S STATEMENT I, NEVIN M. MCWIRE, A REGISTERED PROFESSIONAL UNO $URYEYOR DULY LICENSED BY 7HE lAWS OF THE STATE OF CALIFORNIA DO HEREBY STA7E THAT 1HE TOPOGRAPHY, SPOT ELEVATIONS. LOCATIONS OF IMPROVEMENTS AS SHONN. ARE BASED UPON A FIELD SURVEV PERFORMED OCTOBER 9 8 73 dc 28, 2020 BY pUR COMPANY FIELD CREW; AND 1 FURTHERMORE DO STATE THA7 TFIE PROPERTY BWNDARY LINES, RIGMTS-OF-WAY AND EASEMENTS, 6 ANY, ARE BASED UPON ITEMS OF PUBUC RECORD AND FIT TO FOUND MONUMENIS AS SHONN AND REFERENCED MEREON. THIS MAP AND THE ITEMS ANU INFORNATION AS SHONRJ, NERE DONE UNDER MY SUPERVISION AND �IREC110N AND ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE ANO BELIEF. KE�1N M. McGUIR , CA PLS p6437 10/29/20 SHEET 1 OF 1 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 4.106.3 5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS 8. (NJ A/C EQUIPMENT SHALL NOT IXCEED A MAX/MUM OUTDOOR NOISE LEVEL OF 60OBA DAYT/ME (7AM�10PM OR DBA NIGHTTIME (10 PM-7 AM) AS MEASURED FROM THE PROPERTY LINE. PER BURLINGAME MUNICIPAL ZON/NG 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/REPLACE UTILIT/ES, AN ENCROACHMENT PERMIT IS REQUIRED TO (1) REPIACE 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 L1NE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERC�ROUND 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 LATERAL OR WATER SERV/CE SHALL BE DISCONNECTED AT THE MAIN AND PER GTY STANDARDS, AN ENCROACHMENT PERM/T !S REQUlRED. 4. ANY WORK /N CITY RIGHT OF WAV, SUCH AS PLACEMENT OF DEBRIS B/N /N STREET, WORK IN SIDEWALK AREA, PUBUC EASEMENTS, AND UTILITY EASEMENTS, IS REQU/RED TO OBTA/N AN ENCROCHMENT PERMIT PRIOR TO START/NG WORK. PORTA POTTNS ARE NOT ALLOWED TO BE PLACED /N CIT' ftlGHT OF WAY. 5. SE WER BACKWATER PROTECTION CERTIFICATION /S REQUIRED FOR INSTALLAT/ON OF ANY NEW SEWER FDCfURE PER ORDINANCE #1710, THE SEWER BACKWATER PROTECTION CERT/F/CA TE /S REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. 6. ALL WATER UNES CONNECT/ONS TO CITY WATER MA/NS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDAROS PROCEDURES AND MATER/ALS SPEC/FICATION. CONTACT THE pTY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVlCES AND SERVICES 2" AND OVER N7LL BE /NSTALLED BYBUILDER ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERCaROUND FIRE SERV/CES PERMIT FOR REVIEW AND APPROVAL PUBLIC WORKS ADU NOTES 1. 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 SU&L4TERAL TO THE MAIN SEWER IS PERMITTED. 2. A SEPARATE ADDRESS TO THE ADU IS REQUIRED, PLEASE COMPLETE THE APPLICATION FORM STORMUWATER CHECKLIST NOTES 9. D/RECT ROOF RUNOFF INTO CISTERNS OR RA/N BARRELS AND USE RAINWATER FOR IRRIGATION OR OTHER NON•POTABLE USE. 2. DIRECT RUNOFF FROM SiDEWALKS, WALKWAVS, AND/OR PATIOS ONTO VEGETATED AREAS. 3. D/RECT RUNOFF FROM OR/VEWAYS AND/OR UNCOVERED PARK/NG LOTS ONTO VEGETATED AREAS. 4. CONSTRUCT SIDEWALKS, WALKWAYS ANDfOR PATIOS WITH PERMEABLE SURFACES. 5. USE MICOR-DEfENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION. 6. PROTECT SENSITIVE AREAS INCLUDIN WEfL4ND AND RIPARIAN AREA AND MINIMI E G S Z CHANGES TO THE NATURAL TOPOGRAPHY. 7. MARK ON SITE INLETS W1TH THE WORDS "NO DUMPINGI 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 �UICK-RELEASE FERTILIZERS. 9. DESIC�N FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER. 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 ARFAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES. 12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOVNNG: (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, 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 FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION 13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER 14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL NECESSARY PERMITS. 15. PROTECT ALL STORM DR.41N INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS, SOCKS, FIBER ROLLS OR FILTERS) 18. TRAP SEDIMENT ON-SITE, USING BM7S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, 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 MATERIALSNVASTES 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-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES. � - �� s x 5p.5 x 61.5 O �V �c '\ 7.0': - .N) GPS METEfl SERVICE � � �8.g, ] � _ _ _15'-0'FEARSETBACK _ � _ (M uwri o� u � ii u � i li �__'J "1 -- lii �M)zsraucjARa __JL' p _'__JL_ _ 9 T_______ 3 � ---� �------ �__�1_� �'. i �A � '', ,. 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E?�:3d 2h: ii'_.919.C?05 e-nai:. r.rv[B;cvsoxEfl�=.�a.caa n+" � � form¢ one DESIGN ■ PLANNING W � � � N e: r H U � o a �� a o � � � � r.� U z z" W W � � � H o cv a � ,-i 4Z � � � r-i r-i CQ A 1.0 � � p n Sheet Scale: SeeDetails O11NER/APPLICANT 1110 BERNAL AVENUE, LLC 1110 BERNAL AVENUE BURLINGAME, CA CODE/ZONING NOTES E7n5TING 20NING = R-2 E%ISTINC USE = T SINGLE FAA11lY DWELUNGS PROPOSED ZONINC = R-2 PROPOSED USE = SINGLE FAMIIY RESIDENCE ON PARCEL A SINGLE FAMILY RESIDENCE ON PARCEL B FEMA FLOOD 20NE: ZONE X 0.27i ANNUAL CHMICE ROOD UTLITY CAMPANIES: GAS/ELECiRIC - PAqFlC GAS k ELECiRIC C0. WATER - qTY OF BURIJNCNAE SEWER -pTY OF BURLINCAME FlRE - CENTRAL COUNTY FIRE DEPARTAIENT LOT AREA ORIqNAL = 15.008.74 S0. FT. LOT AREA NEW PARCEL A. 7,504,37 50. fT. LOT AREA NEW PARCEL B� 7,5D4.37 50. FT. LOT COVERAGE AREA PARCEL A= 2,770 50. FT. LOT COVERAGE AREA PARGEL B= 4,799 50. �T. CURRENT APN: 026-782-250 CURRENT STREET ADDPESS: In0 BERNAL AVENUE LOT 10 75.00• - T - - i LOT 19 LOT ii _ _ 50.00' _ _ _ EXISTINC WT BUILDINGS k FENGNG 70 BE RENOVED �-' (SNOVM AS DASHED LINE) 2' OFFSET I � 2-STALL OARAGE ( I � — _ �� I � I I � I ' ol LIN09 OF AGNLAR ; I LOT 19 @ POR710N 18 BLOCK 34 ' � Y XII I I �E I 7REE I � I �� in pAMqy o I � I�� I H GUEST ' UININO � I — C I , 3 I _ BUTIER OFFICE 7REE � EXIS77NG POOL � I � N I BAT141 ... .. '-� TO BE REIAO�ED �. �I ❑ � (SHONM AS DASHEO IJNE) � � I , ' - I . TREE � � � I DMING IJVING I, I I � i i i XI eEat I 7REE I , � ��,a, I , �R�, ' �---- ----J � � L-- _ I� TREE RETAINING WALL�SIEPS ��. �� -� o � Ex15TING RE5IDENCE W � TO BE REMOVED TO BE REMOVED z y (SMOYM AS DASHED LINE) -�� a(SHOwN AS DASNED IJNE) �3 . . OC �' � �3 . � . . . � i � I � I � ' =1111 � l 1REE LAUNDRV � I I uennrsv I I�\ — — � TREE T�RE/E �-.,-�.-,r. /� _, _._. i - .„ � � _ x� l ^ s .. TREE . . :. I �a � � TREE . � . % \ � .. � `v c� S �ro n �_ . � iREE \ �� DRNEwAv 7REE � TREE� TREE � • / 75.00' _ � 3' OFFSET __ _ ! �� 4'00' E 125.00' � � � ; , .� Y � � ?REE � �\�E\/ 82] ' ._ y: . 62.50• .`- . -' 605 � ' L � . 62.50' .. l _/\ _ - _ - - _ � � r..r.� _�..,� �_� � � � �. . .. _ . � - . 4� .�5&7 1 TREE -�. - SE7 SPIKE (TEMP) '__ __ BERNALAVENUE 50' N1DE RIGHT-OF-WAv LEGEND � - � � SUBJECT PFOPERTY L1NE — - - — ADJOINER PROPERTV LINE - — — — - BUILDING SE7HAp( LINE --- - � -- - E%ISTING STRUCTURE TO BE REMOVED — — — OL� BWNDARY LINES -- � -- � EXISTING C�ITOUR UNE � -� EXISTING FENCE L1NE O SET 5/8' REBAR W/ ORANGE PUS71C CAP STAMPEO PLS /6437 � SET NNL AND TAG STAMPED PLS /6437 Q f'OUND 3/4' IRON PIPE LS /7701 � FWND 7/�' IRON PIPE LS /6J04 XExISTNG 7REE TO BE REMOVED LOT ls 50. W' - - SO.W' - - LOT 15 IAN�9 OF YARTINEZ LOT 15, BLK. 3a (3 LLS 93) (29 LLS 99) APN: 026-782-260 �- 1' OFFSET . . _ . . _ _ 50.00' _ ' I � i i� �o ��g i' - - I � � � i � W � Z a W31` Q oj � � Wc � i � a� V �� 10 5 0 � SCA�E: 1" = 70' 10 QUIET RIVER I.and Services Inc. 6747 Sieva Court, Suite K Dublin, CA 94568 (925) 734-6788 Phone LEGAL DESCRIPTION REAI PROPERTY IN 1HE pTY OF BURLINGWE, CIXINTY Of SAN AIATEO, STATE OF CALIFORNIA, DESCRI9ED AS FOLLONS: L0T5 76, 17 AND THE SIXITHEASTERLY 25 FEET, FRIXJT AND REAR AIEpSUREMENTS OF LOT 18, BLOqC 34, AS DEUNEATED UPON THAT CERTAIN MAP ENIITLEO. �MAP OF EASTON ADDITION OF BURLINCAME N0. 2 SAN MATEO COUNTY, CALIFORNIA', FILED FOR RECORD IN THE OFFICE OF hiE RECORDER OF THE CWNTY OF SAN MA7E0, STAIE OF CAUFORNIA, ON DECEMBER 8, 1905 IN BOOK 'A' OF MAPS. AT PAGE 72 ANO A COPY ENTERED IN BOON S OF MAPS AT PACE 93. SURVEYOR'S STATEMENT I, KENN M. YCCUIRE, A REGISTERED PROFESSIONAL LI.ND SURVEVOR UUIv UCENSED BY THE LANS 0( 7HE STATE OF CALIFOF2NIA DO HEREBY STATE THAT THE TOPOGRAPHY, SPOT ELEVATIONS, LOCA710N5 OF EXISTING IMPROVEMENT$ AS $HOWN, ME BASED UPON A FlELD SURVEY PERFORMED 8Y WR COAIPANY FIELD CREW; AND I FUR7HERMORE DO STAIE 7HAT 1HE PROPERTY BWNDARY LINES, RIGHTS-OF-WAY AND EASEMENTS, IF ANY, ARE BASED UPON 17EM5 OF PUBLIC RECORD AND AL50 FROM SOME CURRENTLY UNRECORDED MAP DATA, AND FROM A 71TLE REPORT $UPPLIED TO OUR OFFICE AND FIT TO FWND 40NUMENTS, NiTH THE PROPOSED FEANRES AS SHO'hN HEREON BEING DESIGNED BV OTHERS. THIS TENTA7IVE MM AND THE IlEMS AND INFIX7MATION AS SHOWN, WERE DONE UNDER NV SUPERw510N AND DIRECiION AND ARE TRUE AND ACCURAIE TO THE BES7 OF A1Y KNOMLEDGE AND BELIEF. , � .y. 03/17/2021 KEVIN M. McGU1RE, CA PLS /6437 DATE LOT 18 TENTATIVE MAP NOTES 1. THE SUBJECT SITES HAVE CURB ANO SIDEWALK LOCATED ALONG BERNAL AYENUE. SNOULD 7HE CURB OR SIDEWAU( BE DAMAGED �URINC 7HE CONSTRUCTION OF TNE PROJECT IT SIiALL BE REPLACED AND/OR REPAIRED BY THE ONNER OF THE PROPERTY PER qTV STANDARD SPECIFlCA710NS. 2. NO GRAUING AN�/OR TRENCHING SHALL BE OONE NITHIN THE DRIPUNE OF ANY TREE LOCA7E0 WITNIN T1E PROJECT AREA NITHWT FIRST OBTAINING 1HE MPROVAL OF A CERTiFIED ARBOft15T. 3. wHERE APPLICABLE ALL DIMENSIONS PROVIDED BY 7HE ARCH17ECT SHALL SUPERSEDE ANY DIMEN90N5 SHOWN ON MIS PLAN. 1. ALl TREES SHONN UPON THIS PLAN ARE TO REMAIN ACCORDING TO THEIR PRE-DEVEIOPMENT CONDI110N EXCEPT 1HOSE SHOVM TO BE REMOVED. 5. hIE APP�ICANT/CONiRACTOR $HALL OBTAIN AN ENCROACHMENT PERMIT FROM TME CINS ENCINEERINC DEVISION PRIOR TO TNE START OF ANY WORN WITHIN THE CINS RIGHT-OF-WAY OR PUBLIC EASEMENT AREAS. TNE APPLICANT $HALL OBTAIN PERMIT$ FROM THE UPLITY CAMPANIES PRIOR TO RPPLYING FOR A qTY ENCROACHMENT PERMIT. 6. THE PURPOSE OF THIS TENTAIIVE MAP IS TO DIVIOE 7HE ORIGINAI PARCEL INTO 7W0 E�UAL PARTS ONLY. ALL fUTUREIMPROVEMENTS SHOWN HEREON ARE FOR PUNNING ONLV AND MUSi BE APPROVED UNDER A SEPERATE MPLICAtION. NOTES 1.) CONTRACTOR SHALL VERIF7 THE LOCATION OF ALL U11UnE5 PRIOR TO CONSTRUCTON. 2.) BASIS OF EtEVAT10N: THE ELEVATIONS SHOMN HEREON WERE DERIVED FROM L-1/L-2 DATA COLLECTED USINC NAVSTAR GLOBAL P0971qJWG SYS7EM (GPS) AND A CHCX90D-OPUS RECEIVER AN� POST-PROCESSED USING THE CORS NETWORH. ALL ELEVA710N E%PRESSED IN NAW 1988 DANM. 3.) BASIS OF BEARINGS: BEAPoNGS SHOwN ARE BASED UPON RECORO OF SURVEY MAP FlLED FOR RECARD IN BOOK 29 OF LLS. AIAPS Ai PAGE 99, IN 7HE RECORDS OF SAN MATEO CWNTY AND Tw0 3/4' IRON MPES ALONG THE RIGHT-OF-WAY CARMEUTA AVENUE. TAKEN AS NatTH 34'S3'42' EAST. 1.) ACTUAL TREE TRUNK LOC�TIONS ARE SXOWN. DPoPLINES IN AREAS OF PftOPOSED GONSIRUCTION SHALL BE FlEID VERIFlED. 5.) EXISTNG STRUCTURES AND IMPROVEMENTS TO BE REMOVED ARE SHONN AS CRAVSCALE DASHED L1NE5. I I � LOT 12 � LOT 13 I B L 0 C K 3 1 I — -I- (3 LL4 93) ' __ 50.00' S0.00' _ _ _ e„- ' ,_..-�_ 1 � ''.._ _ _ E 1' OFFSET 7REE � � GNUOE I 1 � I �, ITitEES I X I � X� I I I �E I o I `/ o I / \ 3 I I M ii�' , � 5 NEW PARCEL 'B' I 1110 BERNAL AVENUE, LIL NEW PARCEL �A' 7604.37 9Q. FT. (NE� � qTCHEN LOTS 16. 77 k PiN. iB 78pb.3'7 3Q. Rf. (NBII) �� FAApLV I�.. FAMILV ��. I AWI:( Oi6578i' 250 I �, . � — � ',, I �6'.'OOYS � Ff (� 1 . _ . 10' ALLEY � 62.50' _ - � ._ _ - _ 7REE _ - -. �62.5�' � N..55'04'00' W 125.00' TREE }` TREE � �, � I 1REE i I _ � � _ "� _ _ 1 � � E%IS11NG OUT BUILOING � TO 8E REMO�ED . I I � I (SMOWN AS DASHED UNE) ' LOT 17 I� I LOT 16 . _ . . _ .. I �. I . . � � I � I ❑�� ` �� n �0�❑C � I � L I i � �� I I I _ ... _ I.. _ I � . _ . . LA11D OR TENTATIVE MAP LANDS OF 1110 BERNAL AVENUE, LLC MAP OF EASTON ADDITION TO BURLINGAME N0. 2 LOTS 16, 17 & PTN. 18, BLOCK 34 (3 LLS 93) 1110 BERNAL AVENUE CITY OF BURLINGAME SAN MATEO COUNTY CALIFORNIA SCALE: 1" = 10' MARCH 2O21 SHEET 1 OF 7 VICINITY MAP FIRE AT N NOTE : 1. EMERIOR BEARING WALLS LESS THAN 5' FEET FROM THE PROPERTV GENERAL BUILOING NOTES: IINE IMLL BE BUI�TOF ONE-HOUR FlRE RATEO CANSTRIICTION, MI8 1. REDUCEO U-FACTOR (0.30) FOR HIGH PERFORMANCE WINDOWS 2019 CAL CRCTABLER3o2t(1)OR1otBCBC,TABLEeo1. ENERGYCODE§7501(CJ3A ...r� '�� L-- 2. ROOF EAVES WILL NOT PROJECT IMTHIN Y Ff. OF PROPERTV LINE ' i ��' �'� swocecrqe�xwz+on7mocecrae��o5.a 2.PROVIDEUGHTINGATALLEXT.LANDINGSPER2079CRC303.BOR1019CBC ' I I i ///,,,��,,, I� I f008.2 AND 2019 CBC 120.5.I . ///�^^`�� •� 3. ALL ROOMS TO MEET NATURAL LIGHTING+ VENTILATION REQUIREMENTS � � - - - -- -- -� -- -�- �-� DRIVEWAY � � I = � WILL MEET 4019 CRC R303 ' I .:' Paveas res G2.0 1 � EGRESS NOTES: �., I i � o 1. HT LFAST (1) NANDOW OR DOOR THAT COMPLIES NATH I ''. I EGRESSREQUIREMENTS, S019CRCR]fO,ORCHC1090 � I i I I �.�' I N 1 4'I N' � � o F ,' Z w � CUSTOMSLIDING � c' I � � WINDOW BAR A3A �� ,{ I ♦Y��`� PASS-THROUGH) II I I � 2 � ' I F A3.0 '. i s 0' ' _� . ' (G p � � I _.. aa-a� i � ��, ,� � - -- � r-ia� is� 27..7. � — ' � � zs._2„ � � � .': , � a � „ r---- __--- t. ' I I I U� ,s-� ,o•-z• ' z'-a• 2'�'• I I - -- -- �i '�, 5'-t ur• , a�-id vz'_1 � ioio � TERRACE � � I � � i I ' � I � ,� � �i ��.S.oNE I � Q � - t-- - -- � 1 � , bI _ _ I �—�--- _ � ., `I 6,� 5,� � ', '� I 5 2/6 1�1 � , I I I I 1610 � � I N "� II s � '. I tv I I I I I �7 ' _ ; -- � j� � — — — —,— — — — — -r 1 �'__�___ � � � � _ _� � �� ' _ v aoo��o �' � , � i a - I I�' � I i � I ��' I I ;� I I - - - - - - - - - - , + ' , I , -� I I M�AS7ER BED � 'i i ' I .� A4.0 i qq.0 I Ey I� . '4 I — . . ��, �� W �. - JI�I � . � �M.BATH �. , I I I I -- - I - �. 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I_ __' I ��''ll�l I I t i�� P 9 G3J- , � � I � � �, �I �avuvre� 7iM@:O�A!O:lEDES�G\.COM I I L � . � I _ ' — _ -I,. v - I l_ I I — -- = 2,�,� _ .. . �� II I� I I I - - -I Ii� I � _ i �� li �°-Z �, i ; vs I � �� ---'-----------__ �`� -- - � �— i ol I i _ �I - — — — - — a i vs � �.n,��s..�,s�,�,w — — — — � � I z� il /^\ i � �/ �-� j� � .�t� i� � ^ \ / �y �,�. -� - � \ / �I�� .I r / �'+a ?/8 I� I 2tt1; �' �D. � i i� '� I I I II, � / 1 'I7 I � � � ' LIVING I ' \ / Y — / \ II � II 2/G l _ uardw �.�I I 2/6 �I i; / ♦� I I I I _ '� �i� � — -- �� I �� I , � � i 'form�one , i�\ I H��. � va r- i� � I nT �I �'„-��° I I _ � .. / \ vbl ;I�I BATH3 � I I II � P�I� � L_� 2/8 ,.� — — — - — Il. ', ' � Qi DESIGN ■ PLANNING = i � I�� . I j�, ' I I � ' 7/6 /^ �� 2/8 I' ., � - . II � _ �; _ —r _ y8 _ I_ _I _ I_ _ � � _ � ' I 2 � � �1/ � - I�,I _ _ - _ _ - �I ' I � ---� 2 j . A4.0 �. I I i I I A4.0 �� A4A L�I, ��l � A4A �, � o _ i � � . _J BE0.3 � - -_ I.- , � � � — I -- � N CEOAR CIAD MOTORIZED -- O � � I I � I�� I � DRIVEWAY GATE I I _ �. �� HANG AREA BED-4 . � yfi �� — A H � ' �' .,,� . m ' ' , I '�� .m � � � ��V I I I [�' I II � � ;j s,o 1 vs I � v a o � �' — � � , - -- - - . 4 � � � � -- — I � a -- ,� I i', �, � - rn a o � � �, �� / � ( � � � q� � �� 20 510 . � 5/OI ' �I � ' � � � � � � � 7/8 � � . Ol _ � �I BED-1 , W W '� � � ' i 1 2v � � � "°— � ,�. � � � G" D � �C 9 / I I � I I II I �i COVERED ENTRY I � FC FC, U ffi ✓ I I� I' � lvsl ��. II I O a w aa FC w .. I I y6 � � -11 � 5/0 i �� z z 4 - � - -- - - � - --�-I- � �� - I -o - _ _- - ��----------� � - a a �a w---- i - - ----- �------- --� � w w � ` � -- J — — ' �'�' - -- o w rn z — - I �sio I �i - L— i------------ ---- N..— -----------�� --- ----J i1' o c� a � _ �r<v � � � � � � � � � � � � � s ,5,_2., �-- �•-�� ,3•-0�� I a ,� ,� a �, -- ----- -- --- - 0 ---- - � - � , I .-1 r-, m �.,7, r�� . � is-0° � zr-a' _. I .�., �,_o„ .. °; � � y = _ _ _ �� . .�� _ _ — � A3.0 _- a� ' _ � _ e+ �, n° - A3.0 ' li �II . , ❑ ❑ ❑ ❑ = A2.0 PROPOSED 2ND FLOOR PLAN Z PROPOSED 1 ST FLOOR PLAN , scale: va = 1�-o° nz o Scale: I/4 = 1'-0" �.� Sheet Sca1e: SeeDetails (l PA6C0' Roofinq Products Installation Instructions L�OT�hSn��e c` Radla^t Barri=_r Sh=atrrg B�YaUs�s RoefSLsNIn9lnsfallWan �w,: ,_r.�.�..._ . _v..,.. �:r,....w..,,. ...�a cum.� comia..n w. . . „", e"`� "`. conaanu�wn ,_,'. �., .��.< ,.�_,-..n-�-+z� ,>..r . ... . w. �..,.. S�w+waiMw.dlbv . . . .nw. _w �_ ,.. , �� M� . i �,,,.�. .�+ . , ��._ � ,� ..."J'P.t:�-. // - /. SPECS FOR ROOFING ; Scale: N.A. +u l ■ � � os (N) ASPHALT ROOF i �j CL45�A: FIRE RATFD � ARCHI7E�7URAL � '� I I I �I I I -� ... I,. ,i I I I —_ _ _ _� _ __ �_ ..'�� 2 G2.0 � I � � I 1 � I � � 3 G2.0 PROPOSED GARAGE ROOF PLAN z Scale: 1/4 = 1'-0" � � PLUMBING & HVAC NOTE: 1. GROUP ALL EXHAUST FLUES TOC.ETHER VN1EN POSSIBLE B LOCATE ON ROOFS SLOPING TO THE REAR OF HOUSE TVP. VERIiV LOCATION W/ OESIGNER. NOTES: 1. (OGEE OR MALF ROUN�) G.S.M. GUTTERS, 8(3' 6SM) D01hNSPOUTS (MATCH EXISTING AS REOUIRED), LINE AlL VALLEVS NATH GSM, AT LEAST 20" VNDE W1TH IMTH t/4' EDGE TURNED OVER AND FASTENED WITM CLEATS. LAP JOIMS AT LEAST 4', BUT DO NOT SOLDER. 2. WA 3. NMEN INSULATION IS INSTALLE� IN ENCLOSED Rf�TER SPACES WHERE CEILINGS ARE AFPUED DIRECT TO THE UNDERSIDE OF ROOF R4FTER5, A MINIMUM AIR SPACE OF i INCH MUST BE PROVIDED. INSULATION BAFFIE NEEDED. 4. FLASHINGS AND COUN7ER FLASHINGS SHA�I NOT BE LESS THAN 0.0161NCH (28-GAGE) CORROSION RESISTANT METAL, AND VALLEV FLASHING 5. AT THE JIINCTURE OF THE ROOF 6 VERTICAL SURFACES, FL4SHING 8 COUNTERFLASHINGS SHALL NOT BE LESS THAN 0.01&INCH (28 GAUGE) 6. NA 7. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHAIL BE A MIN. OF 3'd" FROM PROPERTV LINES ORANV OPENING INTO TME BUILDING (I.E. DRYERS, BATHB UTILITY FANS, ETC., MUST BE 3'-0' AWAY FROM DOORS, WINDOVJS, OPENING SKVLIGNTS OR ATTIC VENTS, PER CODE 8. NfA 9. N/A 10. ATTIC VENTILATION AT CALIFORNIA FRAMING TO RECEIVE LOW PROFILE VENTS OR OPENING IN THE ROOF SHEATHING BELOW 11. (ASREDUIREO)AILTRUSS/RAFTERBLOCKING TO RECENE 2 DIA HOLES IN EVERY BIOCK TVPICAL FOR EVEN �ISTRIBUTION OF AIR FLOW. 2 A3.0 ./ . ��,. � Q N C 0 N � .. � E 0 � E, a o � � a g ,, u � u CAP, SEE DETAILS. TYP. � v � � � � o0000 2 A4.0 (N) G.S.M. GUTTER W/ ROUND OOWNSPOUTS,TYP. PROPOSED ROOF PLAN , Scale: 1/4 = 1'-0" � � 4 G2.0 '___� _— — — —.. .. . _. _ .. _.._ ._ . .. —_ _ _ ' I '' ..- . .. _ _ _ � _. I ! � _ I I�' �. I ' �'� . . ' _ _� I I .. I �� I II ' , � � �, , i _ i , . LOPE ¢ SLOP ,_.______.___.q4-_ _ _ ___�__ _-�, ..___.. . _. _ .._ _.__ ___._____ . 6� �6 �----_ —y------- I I I � I i � / � ��,20 C �t ir �d b ...m o � H W � C7 z H z � O � N N W I N O � � � H � a � z a � iti? �:::;ER SP?.�_`i�c ;ii\? �h.�: ' '"i9U: ;�: . E-s3__. YI!:@F�2:^.Yc�E.,_�.�.�(`l1 �� form+ one nr.srr.nr ■ ar.arsrarNr � �r � � 'C N O ci. O a � F � � E-� O U �l 0 a �� a o �� U �L � W W W � m wz H o cv a � � a � � � ,--a .� W A2 .1 � � � Sheet Scale: See Details EGRESS NOTES: 1. AT LE4ST (1) NANDOW OF DOOR THAT COMPLIES W1TH EGRESSREOUIREMENTS, 3078LFCR9f0,ORCBCi0J0 o � " CEDAR VENT RECESSED 4" " � W/MITEREDCORNERS•T'+ W � � � THICK SILL DETAI�, TYP. II � _ _ _ _ I I i i I 1 I i ♦ i i ♦ i � I / I � \ , . . / � i : � � ' 4$e I � i _I � . CEDAR 6X6 BOXED OUT WINDOW DESIGNFORADDEDINTEREST �� "I � - . . , . .._�� , N I �I _ _ _ -_ _ _ _ _ s TOP OF RIDGE (99,90� _ — � � — � 6 � � ARCHITECTURALASPHALT SHINGLES GRACE UNDER- ILAYMEM TYP.,TYP. G.S.M. HAIF ROUN� GUTTER � I SYSTEM(PAINTED), NP. 2ND FLR. T.O.P. (83.08� ��;�..}�, j-� I �'-6' P,BOVE 2ND FLOOR i � i � . . I —_ _ / � / � �_� v �'. SI �A-PACIFIC � � � ,- i WOO 111(((ALUM)CLAD / / ♦ � � _� �__.� ', . . WDS. �PUfTYmL ♦ � _ 1 CENTER MA HED CEDAR q' �\ �i ♦\ i , '�,,��,_ SIDING (RANDOM WDiHSJ. .•� � � �� F.. I; STAINED SEMI-T NSLUCEN7 ',� METAL ROOF ACCE S, 24" STANDING SEAM,TVP.� � VERIFY 2ND FLR(SUB. FLR) (74.5t —_ -- \ q5 TOP PLA7E 7( J.50�) _' _ 8"-9" HORIZONTAL WOOD � 1 � � . SIDWG, W/�SOR-Of& � � i � i-- . (PAINTED) MITERED / 2 � � � _ CORNERS,NP. . . -; �� -�----I�RIVEWAY 1110 � � ' __I � BERNAL � � (NEW HOME) � i \\ I a h � .�. ___'. ' ,- , M IN FLR. F.F. (84.00 �� ADORESS (LIT), PER CRY O5 2X BASE TRIM, WPOSOR-0fff SfAMARO (PAINTED) CEDARCLADWLUMNS 12X240RLARGERFORMAT, _*o.c.�wan _ � �_ A W/ MITERED CORNERS SIMPLE I STONE (SATIN FINISH) � STRAIGHT FORWARD, DTL W/ (N) CEDAR CLAD MOTORIZED D.H.E. 5( 9,50,) _� PROP0�3`��'T�1T ELEVATION DRIVEYVAYGATE � Scale: I/4 = 1'-0" /� o ` . _, . (�� ,,...,.,...,.,...,.,...�.....,.....,.,...�.,...,.- = i.m�mnn.mnnn�i.mn.m�mm�••- ... ,_.. nnnmmmmmm�mmi�mr�- ��m • , : �..�nmmnnnmm��m•�- - � IIIII'IrI11�I�11111�I1��I�11�� !�� mn�mmmmnr % IIi11��011ili '� � ._. � . � ..- •- •. , ',' ( I ;�;�m�ir�•� ��'��If . . . ..- �. Illl��l�l�iv � � �.......�...� � � �� .' �� i i m� ii i�iii� i m1°i i '� �' �ummnmmmm�n�mmmm � �� nun�iumm�i�I11Q�I1111�mm�� mu�i�mmmmm�i�mmmn�_ r , I'�� '�iii�inii�nii�iniiiriiu�riiii�iii��_ � �1.,��^�� , � • i�n�.i�m�mnmmnmmmm�a:.,�...,.....,.....,.....,_....�.. �� i�mmmmmmnm�mmmmnimmmmnnummmmm ` �� ■1■■1■1��■�■■�■■�■■1■� � � — �� --�� , .... . _,.I . . �� :�� . , - • �� ' �� I �' � � �' -- -. . . �� :: .� ��IIIIIIIII� � ■� �■ _= = _. .:-�- . . . . .. � • : ', NI �I ti I I �, � .. lO I� I � � � 1ST SUBMITTAL OF � WINDOW SIZE (SLIGHTLV) \ I SMALLER+NARROWTO MATCH SLIDING WD. BELOW q5 AT KITCHEN � I � �S / � (CL6TOMJS/HiCANOPV � �_ _ � _ j � i� SHOP DRAWINGS TO BE D.H.E (6255'� PRODUCED � �cusraw� sro� saR rov Z�-e � Z�-0�� r_o., ' 4' M SQ. EASFD EDOES �E SEfBACK PROPOSED REAR ELEVATION 2 Scale: 1/4 = i'-0" � �� v u Q �, N � 0 � N +i , � � � a o � ,� w � a � � a u U m � v � 0 a o��oa E� W � z s��a z ��o � �� u� m v � O N 1 N � �i I N �; O � r-I � � E � '" O - a `$ z � ��m ,ob � 4893 SILV:R SPRINGS DRIVB Paik i.i:�� UT ei092 Ph: {1:.B19.Cii�; c-aa._: TIM.@F04?10NEDBSIG4.GCM �% -� form+ one �F..STf;N ■ PT.ANNTNf; 0 .� > a� W �v a� � 0 0 a �: � � H CJ � O ,.aa V o : o, � � U aw � � w� H O � � �� A3.0 Sheet Scale: See Details � � v � 0 0 N C 0 � N �i �� > v C ' a o ,� u � a � � u � u i N z 0 � 9 a oaaoo �o "'z� paF ��_ F w � � z H 2 � a a 0 � N N � �-i � N � O � �-i � � � � O a Kz� �`� � �� z a � ..�m �,., � in4: c*:.'f�R 3o�I._S 7R.t'� ' _ LT'. ' Ph�Ai:" �15.0"s^ E-maii� TIN.@FOR{�MEDESIGK.COY II � � � form¢ one DESIGN ■ PLANNING C� � � _� E� O U �l o . a -- � a o n . m — O . . o� o W W � � � �� > °: a a � W z z W F -o � a� w W � �' m w z o H — a ° � �a a ,-a ,� � �, � ,� ,� m E n h A3.1 Sheet Sca1e: See Details � D.H.E �59.80') o� � � _ �� _� � � N _ _ _ _ _ _ _ _ _ _ _ _ _ F W I TOP OF RIDGE (90.90') ARCHITECTURAL � ASPHALT � g � I SHINGLES GRACE I I � UNDER- � LAYMENT TYP., NP. II II il II II I PRE-FAB TRUSSES II II II II II I I II II II II II 1 I @24"O.C.W/ II I 11 II II �I II II II II II I � � OPTION FOR MONO I I II II II II II II II II II I PITCH IN OFFICE I II II II II II II II II II 1 2ND FLR. T.O.R (83.08'� s- � I 7'b" ABOVE 2ND FLOOR I I ';`t�'.�� . .;i _ ' _ t_i�J / . BED-4 HANG BED-3 . \ � �q i AREA �q m � / I - ♦ I - 1j �95°' 11-7/8" TJI SERIES 230 � 15' �� \ � I'� O.C. TYP. W73/4" . ♦ I / T& G PLYVJOOD (S.S.D.) �,' 2ND FLR(SUB. FLR) (74.58') \ r _____'___:_91 \ A� TOP PLATE (73.50') 51/2"X 12" BEAM ------- -'—, � �" GYP. BD, TYP. � -., I R-79 � Dc6 WALLS, TYP. �.— �. I SEE TRLE-24 �--��. '��.' ��' �RIVEWAY 1110 BE0.1 LIVING �J— � BERNAL m R-19 � FLOOR FRAMING, NP. ; � (NEW HOME) SEE TITLE-24 �� _ _ 11-7/e" TJI SERIES 230 � 75' j O.Q TVP. W/ 3/4" '' 4 T&GPLVWOOD(S.S.DJ , ---i __-_ ___._ — � MAIN FLR. F.F.184.� r�� CRAWLSPACEq I F------------------ ' � ----------� I I I � I I I Jnv cEroc.i .�_ CONC. RAT PROOFING PAD —�� DRIVEWAV POCKETS FOR � —� MIN. THICKNESS 3" W/ MIN. PLANTING, SEE LANDSCAPE D.H.E. sl Y.So� _� 4 MIL VAPOR BARRIER DESIGN . PROPOSED FRONT ELEVATION , Scale: 1/4=1'-0" A+o � � i �i � _ y� z� � FI _ _ _ _ _ _ _ _ _ _ _ _ _ ~I pl TOPOFRIDGE190.90� � ARCHITEC7URAL ASPHAL7 c' SHWGLES GRACE UNDER- � I L4VMENT TVP.. TYP. I � � R F � 6 I I PRE-FAB TRUSSES TRU SES � 24" O.C. Wl � I � OPPON FOR MONO � PITCH IN OFFICE 2ND fLR. T.O.P. (83.06') I 7'E" ABOVE 2N0 FLOOR I I I �__ _ i / \ �' M.BED M.BATH � i iq a � / I � - QS° 11-7/8" TJI SE IES 230 � 16' ROOF \ O.C. TYP. W/ 4" TRUSSES � � _/ T& G PLYW D(S.S.D.) 2ND FLR(SUB. FLR) (74.58' � � 45° TOP PLATE (7� ' ' 5 12" X 17' BEAM g�' GVP. BD, TVP. � R-79 � Dc6 WALLS, TYP. � � SEE TITLE-24 I 1170 KITCHEN FAMILY BERNAL � R-19Q FLOOR FRAMING, NP. (NEW HOME) SEE TITLE-24 DRI V E WAY 11-7/8" TJI SERIES 230 � 15' O.C. TYP. W/ 3/4" a T 8 G PLYWOOD (S.S.D.) ' AIN FLR. F.F. (84.00' � CRAWLSPACE § I I - I I . . . . . ____ �—J. ceroc.lwmi _ � CONC. RAT PROOFING PAD DRIVEWAV POCKE75 FOR MIN. THICKNESS 3" W/ MIN. PLANTING, SEE L4NDSCAPE D.H.E. 59.50' _� 9'-0" 4 MIL VAPOR BARRIER DESIGN PROPOSED REAR ELEVATION 2 Scale: l/4 = 1'-0" A� o �io � Q N � 0 � N � .� N � a o � W +1 F a � N o � a��,�o H W � z ;��D � :� � �� u u_ m � 0 N I N � 1 � N ,, o � � � � �' O a �� a ..a� ,,, � - -_-; 5r�,;. �-1�T i�., 5.'+[y, J'f B;�?d Ph:�415.819.0?O4 n-&a1_. :IM.@iOIiHCNE�ESIGtr.COM �� form+ one DESIGN ■ PLANNINf; C O ,U a� � bA � 'O .� �G � 0 0 a .�i H � E-� U � O a �- � a o . 61 W W � � U a a � r� r� W�-y R'. 0.'� a Wm � z H O � � � � 5 �—I �—i PQ A4.0 Sheet Scale: SeeDetails u � .£. � SURVEYOR NOTES: FIRE RATING NOTES: 1.AtTXETIMEOFTHEINSPECTIONFORTHEFOftMPNOSTEELV.VRK 1.EXTERIORBEARINGWALLSLE95THAN5'FEETFROMTHEPiIOPERTY FOFTXEFOIINDNTIONOFTMENEWDEfACHEDGRFAGE.THEL�CENSED LINEWiLLBEBUILTOFONE�HOURFlRERPTEDCONSTFUCTION,TOIB SURVEYORBHU�ISTAKESNATHTHEIRLICENSENUMBEFNALL9EIN CRCiABLERJO].1(ifOFiWBCBC,IABLEB01. PU1LE 1MTH THE 9TRING LINE SET IIP FROM 6RTTER BORRD TO BATTER 2. ROOF EAVES WILL NOT PRQIECT 1MTHIN ]' FT.OF PROPERTV LINE BOMD. ]OIB CRC tABLER303.f OR Tpf9 CBC iABLE 10SP a G2.0 � � � � � � � ,� �v 1= IW CEOAR VEN7 RECESSED 4" - W/ MITERED CORNERS + 2" + THICK SILL DETAIL, TVP_ � 15'HT.LIMIT - _ _ _ T _ �- \� 6 � CEN7ER MATCHED CEDAR / � SIDING (RMDOM W�Tf6J, STAINED SEMI-TRANSLUCEM GARAGET.O.P. _ � I� I � DRIVEWAY � I = ERS. BS GZ.O ' I I I PROPOSED GARAGE FLOORPLAN , Scale: 1/4 = 1'-0" Gz.o � 0�� REAR YARD � �� \� � ___y___________________�___ // � � � � \\ PROPOSED FRONT ELEVATION 2 Scale: I/4 = I'-0" cz.o O� �' � t-HR FIRE RATED REAR (GARAGE) PROPOSED REAR ELEVATION 4 Scale: 1/4 = 1'-0" �Z o JI �� I � — � GARAGE T.O.P. _ � DRIVEWAY PROPOSED RIGHT ELEVATION 3 Scale: 1/4 = 1'-0" �z.o � 'w ��I os ARCHITECTURALASPHALT SHINGLES GRACE UNDER- LAYMENTTVP.,TVP. _15' H7. LIMIT _�_ GARAGE T.O.P — � B"-9" HORIZONTAL WOOD SIDING, WMDSOR-0NF (PAINTED) MITERED CORNERS,TYP. i SIERRA-PACIFIC WOOD! 7 (ALUM.)CLAD WDS. + DRS, M1TTY mL DRIVEWAY PROPOSED LEFT ELEVATION 5 Scale: 1/4 = 1'-0" Gz.0 � � fl o N C 0 � N � �� S � � � a o a u a � N z 0 a � I 0000c H W � 2 z �o z � ��Vo �sF � �� .m� p � N I N � I N O � � E 0 az� � a b.. ., m .�a a � tB5? S:LVSR SPAIt;::S ]P.IVE Paci: i , U'f 8{9?B Ph: {'yirA19.C?0; E-mai_: TiM@FOR.:OtJECES_v:i.COM �I~ � form+ one ]ESIGN ■ PT,ANNTN(; � � a N c� 1.. � � 'Ly � O � a � � F � E� O U r7 � a --- � a o .� � � � r.� r.� U a a � z z `T' W W � w w z H O N a r-1 r-i Q', � �� G2.0 Sheet Scale: SeeDetails 3 : ro MIN. R-13 (SOUND BATT) (d ALLBATHROOMS/LAUN�RY ac4 S7UD WALL � 15' O.C. S.SD. C 's GRACE WCOR PWS 5/B" TYPE X GYPSUM BO_ I NPCIAL THROUGHOUT HOUSE SMOOTH FINISH OR MATCH EXISTING CONDITION STAGGER JOIN7S EACH SIDE (LOAD BEARING ONLV) NOTES: SEE NNJvV.GPGYPSUM.COM FOR TECHNICAL SPECS INTERIOR WALL DTLS. � Scale: 3,�= ��_�" AS.O � v0.�. § STUCCO(PAINT) APA RATED SHEATHING EXPOSURE i }" PLYWOOD OR OSB BENJAMIN OBDYKE(HYDRO-GAP) ICC - ES REPORT ESR-3394 WALL SI�ING UNDERLAYMENT,ORAPPROVEDEQUAL R-21 FIBERGLASS eATT INSULATION FOR 2%6 WALLS, TVPICAL IF TITLE-24 SHOWS LOWER MINIMUMS, FOLLOW MORE STRINGENT VALUES. g�' DENSARMOR PLUS FIREGUARD, OR TOUGHROCK FIREGUARD GYPSUM BD. APPLIEO VER7ICALLV OR HORIZONTALLY TO STUOS W/ 1-7/8" 6D COATED NAI�S 7" O,C. STAGGER JOINTS EACH SIDE MIN. 2X6 STUDS � 16" O.C. EXT. WALL DTLS. z AS.O 2t ROOF RAFTER R-36 CLOSED CELL SPRAV FOAM CLASS 'A' COMP . ROOPWG OVER #30 FELT 8 PLY. SHEATHING Dc BLOCK - PAINTED ix 6 V-GROOVE SOFFIT BOARDS TOP PLATE NANDOW NATH NAILING FLANGE (SET IN SEALANT EXCEPT ALONG SILL FLANGE) � � / / i / _�NECESSARYINCORNE0.5 THROUGH GRACE WCOR PLUS / / � � / � i / / � � / / E%TERIOR WALL � O / 2 SILL PLATE (SEE VCROET- '�, 108 fOR OPTIONS) � GRACE / O WCOR PLUS � / / / GRACE WCORNER^' OR CORNERPATCHRECOMMENOED (SEE VLRDET�07 OR VCRDET-504 FOR OPTIONS) NOTES: A VISIT 6RACECONSTRUCTION.COM fOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRO�UCT DATA SHEETS B. REMOVE RIPCORD.ID FROM G W R P U FOR 5 f I T RACE CO L 5 EA E O NSTAILA ION C. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH VVEATHER RESISTIVE 9ARRIER �. FOR CONCRETE. MASONRV OR WHERE AOHESION IS MARGINAL, USE PERM-A-BARRIER� WB PRIMER TO PROMOTE WCOR A�HESION E. CNECKLOCALBUILOINGCODESFORVvEATHERRESiSTIVEBARRIERREQUIREMENTSANDINSTALLGRACEWCORPLUSNATHVvEATHER kESISTIVE BARRIER TO FORM WATEftSHEDDING lAPS F. INSTALL NANOOW PER MANUFACTUftER'S RECOMMENDATION AND USE APPROPRIATE SEALANT GOR NANOOW AND NqOD BUCK G. DETAILAISO RELEVANT iOR GRACE WCOR V40ANO WCOR BUNL WINDOW FLASHING DTLS. 3 Scale: N.A. A5.0 5!8" GYP . BD . R-19 BATT INSULATION SEE TITLE-24 FOR MIN. REQUIREMENTS GUTTER 2s FASCIA - PAINTED 1B' EAVE HORIZONTAL WOOD C�APBOARD 1 HOUR FIRE RATED GA FILE NO . WP 8105 EXTERIOR SIDE- One layer o( 48' wide 5/8' lypa X Gypsum shaeCiir�g applieE patallel to 2x4 xrootl etude vriN 13�4" gahanizetl raofinq neile 4"o.c.at vertiwl joinm enC T o.c. et irrtermed fe sWtle eM bp end bottom plaYs. Joinls ot gypsum sheaMing may be left unbeated . Erianor aaae��q a�onae thraugh sheethbg m sNas . INTERIOR SIDE- Orre hyer of SR' rypo X Gypsum wailboard.water ressbnt gYPsum bnclting botrd.ot gypeum verreer basa appGatl pa21b1 or at nght anglas to wood sNEs xiU 6G coa�d neils. 17/8' Iong, 0.915' shenk, i/4' heatl, T o.c. (load-beenng) STANDARD EAVE DETAILS , - Scale: 3" = 1�_�� ns.0 5/B" NPE-X GYP . BOARD 1 HOUR FIRE RATED GA FILE NO . WP 8105 EXTERIOR SIDE- One layer of 48" wide 5!8" rype X ', Gypsum sheathing applied parallel to �4 wood studs with 13/4" galvanlzed roofing nails 4"o.c. at vertical joints and T' o.c. at Intermediate studs antl top antl bottom � plates. Joints of gypsum sheathing may De left untrea[ed , i Exteria cladding atlached Nroug� sheathing to StWs. '. INTERIOR SIDE- One layer of 5/8" type X Gypsum �I watlboard,water resistant gypsum baciting board,or gypsum veneer base applieC parallel or at rigM angles to wootl studs with 6tl coatetl nails, 17/8" long, 0.915" shank, 1/4" head, 7" o.c. (loatl-bearing) ELEVATION v u ro 0 N REGGIO STANDARD � VENT W/ INSECT � SCREEN BEHIND (BLK. �� ALUM.SCREENB N � .� VENT) �y a o � STANDARDBRICK � Mau�o, na. a � s� U N v Q SIDING FINISH � ooa o GRADE LINE LG � E� W � z REGGIO STANDARD � N m H VENT W/ INSECT � o '. '-7� SCREEN BEHIND (BLK. ,� a a � AWM. SCREEN 8 4 Q N f1 0 VENT) a ;r SIDING �, � ',�. AS PER ELEVATIONS � " � m " � � N I N STANDARD � BRICK '� MOULD,TYP. � � N (N) EXT. WALL VENT DTLS. 4 Scale: 3" = 1'-0" A5.0 STANDARD EAVE DETAILS � TYPICAL WINDOW DETAIL 5 ONE- HOUR RATED EAVES Scale: 3" = 1'-0" AS 0 Sierra PaciSc or Marvin or Equal Scale: 3" = i'-0" A5.0 f O � r-I � � -� o a "� � � �om ,,., � ad9? SILVEA SPRI!J�5 OR:VE �aiY. iicy, VT S;J98 ?h: 9'.'.B19.G3�i E-na::: T:M9F�^.i`!.^4?P:.:=�::.CD:: FLASHING �TCH TRIM) R I 1PTION �,-, �"L"�/� RER form+ one AI.UM. DESIGN ■ PLANNIt )) OR 4RD .� � N Q � 4i "d .� � ti E. � � � E O U �l o a � - r-, a o .� � � � r.� r.� U a a � � � W � a � � � z H 0 o a � � �a r-I rl .-'7 � � � )ING, � ROOF RAFTER R-36 CLOSE� CELL SPRAY FOAM SOLID bk BLOCKING GUTTER �TOP PLATE PLY.SHEATING 5/8" 7YPE-X GYP . BOARD APPLIED TO BOTH SIDES OF 2x4 OR Zz6 STUDS EXTERIOR GRADE GYP . SHEATHING - AS.O � � .�, � Sheet S c a 1 e: See Detail s _ ROOM FINISH SCHEDULE PAINT ROOM FLOORING WALLS CEILING MILLWORK CROWN REMARKS PAINT SPECS. INTERIORS' COVEREDENTRY STONE TBS TBS TBS TBS MAINROOMS: 6-0 5'-�.' LIVING WOOD TBS TBS TBS TBS AURA,NATURA(GREENOPTION�,REGALSELECT,ORAPPROVEDE�UIVALENT CEILINGS: ��6�2' 3�_a� T6�� 2�-6'. Z�E.. 9.-0.. 2�8� 2.b'. � DINING WOOD TBS TBS TBS TBS WATERBORNE CELING PAINT, OR APPROVED E�UIVALENT O BATHROOMS: � i � � FAMILY WOOD TBS TBS TBS TBS EXTERIORS ANDSPA,ORAPPROVEDE�UIVALENT \ � �� i � � �� \ \ �� Z KITCHEN WOOD TBS TBS TBS TBS HOUSE � � '/ � � �� \� \ _ � ' ` � � � � " \ AURA, REGAL SEIECT, OR APPROVED EQUNALENT � � � � � q f PANTRY WOOD TBS TBS TBS TBS ` � -,�� i � � � ` � � � CAL GREEN NOTES: � MUD WOOD TBS TBS TBS TBS b �� ' � � „�� ' �"� 1. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS PER CGC §4.504.2.2 a � � � � POWDER STONE TBS TBS TBS TBS 2 DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH �� / \ MATERIALS. Y019 CGC §4.5042A � B D � i i F FF BED-1 WOOD TBS TBS TBS TBS 3, CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING BATH-1 STONE TBS TBS TBS TBS AND PRODUCT RE�UIREMENTS FOUND IN 7HE 1019 CALIFORNIA GREEN BUILDING � i/ �0I 102 200 201 202 s= \� i� i� 104 105 212 CODE. Y019 CGC §4.504.3 � pp� 2� � 216 4. WHERE RESIIIENT FLOORING IS �NSTALLED. AT LEAST 80% OF THE F�OOR AREA 210 E RECEIVINGRESILIENTFLOORINGWILLCOMPLYWI7HTHECALIFORNIAGREEN A BUILDING CODE REQUIREMENTS. Y019CGC §4.504A e00 103 M.BED WOOD TBS TBS TBS TBS 5. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSiN FIBERBOARD ` � M.CLT WOOD TBS TBS TBS TBS COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE LL BUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. M.BATH STONE TBS TBS TBS TBS 1D19CGC§4.504.5 pW, 6. AEROSOI PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR 16'-0" 10'-0" 2'b" 2'-10" 5� 2'-6" � BED-2 WOOD TBS TBS TBS TBS LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4 50423 WBED3 WOOD TBS TBS TBS TBS 7 ADHESIVES, SEALAN7S AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCALANDREGIONALAIRPOLLUTIONORAIRQUALITYMANAGEMENTSTAN�ARDS i� �� i� �� _ � i� \� Z BED-4 WOOD TBS TBS TBS TBS P019CGC§4.5042.1 � � ' ` � � � , v BATH-2 TILE TBS TBS TBS TBS ' / \ � ` - � � � ` - � �� i � BATH-3 TILE TBS T8S TBS TBS � � � � � � � i� � � _ b � i H a � � = LAUNDRY TILE TBS TBS TBS TBS � >� ' - � � HANGAREA WOOD TBS TBS TBS TBS �` �� ` � ` toe tio / i ��\ �� zos 2oe � i i GG �� 2 O - ROOM FINISH SCHEDULE � ,�' ,� ,� ,�, 207 Z°' �� r z� z3 _ Scale: NA A9.0 c z�s i >>a ; ios ios : EXTERIOR DOORS & WINDOWS LOCATION DOORS DETAILS HDWR. REMARKS NOTES 16'-d' 6'-(Y' - DOOR SIZE MATERIALS HEA JAMB SILL TRIM TYPE FIN. �� - WuH TYPE SYM. CORE EX7. FIN. INT.FIN. GLASS / � � � 100 LIVING }{�Xg.p��gXY �TRYDR A OF Pr11NTtSTNN pRIME� ��Em SEEDETAILS 3T0. �q�N NOTEk2at6 1.VAOdCLAOSIERRAP)CIFIClMN00N6•WORS,Nd3.D.L MUNTIN � / r"� ,� \ � // � �\\ tpt UVING T%'%S-0' �� 8 PINE �✓��TBD �RS(PUT1Y-CONF/RM 1� I PRIM D LOE SEEDETAILS STO. rtE NOTEtt 2.EGRESSPERCO�E I I _ �pZ LIVING SiY%5'-0' CRSE D PINE CIA�ITBD I,OE SEEOETAILS STO. ITE NOTEtI 3.DOORBYSIMPSONirl51IORE�UAI.VERIFYDESIGNWITHONNERB �u --�---- � § �� DINING sa�xr-io• suven E pF CL4DiTB� PRIME� ��Em SEEOETNLS STO. LACN NOTERI DESIGNEN ��/-�I \ �iE '� <.VERIFYOPENINGSIZEW/CONTRACTOR °� �� J � � �� ' 100 FAMILY Z-6X5'-0' ��S�x� F PINE CLAD�TBD S.PRIVPGVGLAS3 \ / ._ P LOE SEEDETAIL9 9TD. ITE NOTEfI fi.DOORBVSIMPSONYWO0000ftORE0. -'-7-'-----------------C--- - 105 ?-8'XS'-0' CASFIFIXED F PINE CIApITBD pq�ED LOE SEEDETAILS 3TD. ITE NOTEM1I � Nq //� �� \\� \\� �� = � �� F 15-0'XT-10' SLIDER G DF CIAD/TBD PRIMEO LOE(r7 SEEOETAILS STO. LACK NOTERt B.TPANSOMA90VEIlNITTOBELEADEDNINDOWMAOEBYLOCAL S �� KITCHEN 1V-0'XS'�l' CASE GG PINE CIAD/TBD pRIMED LOE(n 6EEDETAIL9 9TD. ITE NOTEtt qRT�� 8. NA \ LL �� PANTRV T-E%3'-0' CASE N PINE CIAD/TBD PRIMED LOE SEEDETAILS STO. ITE NOTEfi 10.NA Z �� MUD Z-tVXT-1p' ggt,DR. i Di CIAD/TBD >>-(')FlELDMFASUflE � M p LOE(� SEEDETAILS STO. IACK NOTERt - Q HARONLIREFINISHSPECIFICAtroN: QQ7 QOZ >>0 BqTH-'I 28%T-0' CASE �{ PINE CIADiTB� PRIME� LOE SEEOETAILS STD, ITE NOTEfi ' `t ENTRYDOOR HhROWARE:(BVOWNER)ANpINSTALtEDBYCANTRACTOR _ ' >>> BED-'I i813'�0' �� H PINE CIADITB� pqIME� lOE SEEDETAILS 9Tp. ITE NOTE%1 '�`�NDOWHARDWAflE: WHITE.TVP.(VERIFYWIONNER) ^�� MT�•..`."�•�"� � »� BED-1 Y-8'%3'd' CASE H PINE CLADITBD PRIME� �OE SEEDEfAIL9 STO. AE NOTEiI CALGREENRE�UIREMENTS >» BED-'I 5-0'%6-B' CASE � PINE CIADITB� PRIMEO LOE SEEDETAILS 9T0. ITE NOTEt1 1.NEWMANDATORVU-FACTOft(0.58) FORFENESTRATION♦SKYIIGHTS - §150.OI9) R. REDUCED U-FACTOR (O.JOJ FOR HIGH PERFORMlWCE WIN00`NS i01B = CNL ENERGV COOE §150.1 (c)3 A 1. DOOR BY CHAMFION, TRUSTILE, OR SIMPSON DOOR OR EDUAL. � V.I.F. VERiFY DE91GN WI OWNER � DESIGNER ' SAFEN GL42JNG NOTES (CRC R308.4) t. ]O MIN. FIRE AFTED, NRTH SELF CLOSING HINGE9, � A.F�LS�I�ING+SWINGINGGlASSDOORSTOHAVESAFETVGIAZING. � WEqTryER9TRIPPING,ANDTMftESMOLD.P5NE0UIftE0. B. GLP2ING IN SHOWERrtU65AUNA ROOMS LESS THM! Bo'ABOVE THE 3. TEMPERED GWJNG IN DOORS W1TH GLA33, TYPfCAL. _ STPNOING SIIRFACE AND LESS THNN W' MEPSUREO HOftIZONTIALLV 4. PAINT ALL HEAD AND BOROM EDGES, TYPICAL FROM THE WATER'3 EOGE OF A BATHTIIB, NOT TUB, SPA, NMIRLPOOL Ofl 5. (') • VEftIFY IN FIEL� BEFORE OROEFING ALL UNITS SNAMMING POOL. 8. VEWFY OP1/QVAL COST OF 1-3I8" TO 1-�b' THICK UNITS C. GIAZINO WITHIN A Z9' hFC OF A DOOR THPT IS LE55 THAN 80' ABOVE ]. ALL POCKET pOOR FRPMES TO BE MbHENpOlUO� - rHe F�ooq. 1-3/8" SOLID CORE ' 2 BED4 5-0'XS'�p CASE D PINE CtADITBD L E SEEOETPILS STO. ITE NOTEYI �.GIAZINGWHEAETHEE%POSEDAREAISGREATERTHANBSO.Ff., PAINTGRADE � 201 HANGAREA S-0'XS'-0" CASE D PINE CUUITBO �p 3EEOETAILS STD. ITE NOTEBt �TTOM18LE9STHANIB'ANOATLEAST38'A�VETHEFLOOR.ANO A�JACENT TO WALKING SUPFHCES. - 202 BED3 S-0'XS'-0' CASE D PI ClA01TB0 LOE(n SEE�ETAI�S ST�. ITE NOTERI E.IMTHIN60'OFTHEBOTfOMTREADOFASTAIRWhVNNpLESSTHAN3B' ABOVE THE FLOOq �' 2 BEDJ 28X3'-0' CASC H PINE CIAD/TBO PRIMEO LOE SEEOETAILS STO. ITE NOTEMI F.GLFZINOINGUAR�36PAILINGS. � � BATH-3 2-4%3'A' �S= N PIHE CLADITBD PRIMEO LOE(n SEEDETRILS S7D ITE NOTEl1 G.GLPZINGA0.IACENTTOSTAIRWpY9,LA11DING5.ANDftAMPSNATHIN38' O SEE DETRILS ITE NOTE il MORI20NTALLV OF THE WALNING = 2 BED-2 2-6X4'-0' CASE K PINE CIADITBO PRIMED LOE(n STD. SURFACELESSTHAN38'ABOVEFINISHFLOOR. SQ.CORNER3.5� O ] BED-2 SU'X5'-P �� O PINE CLAOITBD OE 9EEDET/UlS 9TD. ITE NOTEyt HINGESTYP.(EMTEK) Z zo� M.CLT 76X3'U' CASE � H PINE CIADITBD PRIMEO LOE SEEOETNILS gTp ITE NOTEr1 U 2 M.BED 76X4'-0' CASE K PINE CLADITB� PRIMEO �OE SEEDETAILS STp RE NOTE61 - W ' N 2 M.BED 2-EX4'-0' CASE K PINE CUDITBO PRIMED LOE SEEDETAILS yTp ITE NOTEYt DOORHE/GHTS: 21 M.BED 6-0'X6'-P �� C P�NE CIADITBO LOE 3EEOETAILS STD. ITE NOTEit (VERIFY)FORCOST - ]11 M.BATH 5�0'X5'-R LASC D P�NE CIMtTBD p I LOE SEEDETAILS ST�, RE NOTEH 212 M.BATH ZBX3'd' ��XED FF PINE ClA0IT8D pq LOE SEEDETAILS STD. ITE NOTEft ` 21 LAUNDRY Y8X4'-0' �� K PINE ClAOITB� PRIMEO LOE SEEDETAILS ITE NOTE�1 21 BATH-2 3'6'%3'-0' CASE H PINE Cl.4�IT80 PRIMED LOE(n SEEDE�AilS STp ITE NOTEYt = t1 BED�4 Y6'X3'-0' CA9E H p�ryE ClA01T80 PRIMEO LOE SEEDETAllS STD. �TE NOTEi1 31 BEDA Y8%5'-0' ��a� F p1NE CL4Dit80 LOE SEE�ETAILS STD. rtE NOTE41 '4' 001 GARAGE 1B-0'%8'+I ��N.OR L ALUM. CIA�/TBD lOE(T) SEEDETAILS STD. A NOTEtt _� ro GARAGE a�x,$N�� oR M DF CL4D/TBD �oEm SEEOETAILS STD CK NO�E61 INTERIOR DOORS (TBD) ALLOWANCE 5 _ Scale: U2'. = l, 0" A9.0 _ EXT. DOORS & WINDOWS SCHEDULE Scale: NA e APPLIANCE SCHEDULE - A9.0 rvo� u�ownHCE aVo i�usrauFo ev auw.nrvcE, coHrR.erwe To w+awE e�oaurvc i RoucH�i�v as NEEOEo aEa saEc sNEFrs = ROOM APPLIANCE TYPE MANUF. FINISH MODEL # REMARKS _ KITCHEN _ (N) RANGE T.B.D. T.B.D. T.B.D. T.B.D. _ (N) VENT HOOD T.B.D. T.B.D. T.B.D. MIN. 100 CFM + VENTED TO EXTERIOR PER CODE = (N) REFRIGERATOR T.B.D. T.B.D. T.B.D. INCLUDE WATER LINE TO REF. ' � (N) DISHWASHER T.B.D. T.B.D. T.B.D. T.B.D. _ o _ LL (N) DISPOSAL T.B.D. T.B.D. T.B.D. W! AIR-SWITCH AS COUNTER, TYPICAL N = LL L = p LAUNDRY � a (N) WASHER T.B.D. T.B.D. T.B.D. T.B.D. n (N) DRYER T.B.D. T.B.D. T.B.D. VENT TO EXTERIOR PER CODE W/ BACKDAMPER, PER CODE = APPLIANCE SCHEDULE Scale: NA 6 - A9.0 v L 0 0 N C � � N � .. 5 - v C " a o � a � U `-�'_ N � n � a o0000 so �p�� H w � C7 z 2 � a O � N I N W �-i � � N �: � r-1 � H :� � � a a�� .o z b .. .. m ° � (�' �693 SSL'/ER SFRI;:i�S pRIVE �arf: ::.y, UT 5;098 Ph: 4i:.A19.0+C5 � n.a__: TIM@FOR::ONE�ES:G?I.�CtA �m v form+ one DESIGN ■ PLANNING � � � .a E U � � . ,.aa V o .� = � � �� v a a .� z z `�' F � � C!� W W C 7 ,� w m z - � H '^�., O N ra � � � � � � � �� W .�i .. E w h A9.0 Sheet Scale: �gg �@��j�g OUTLME OF E) 511ED TO 6E REMOUED (E) RESIDENCE (bl) 6'-0" SOLID WOOD FEhJCIMG PLUS I 2" LATTICE (N) EVERGREEN PRIVACY FIEDGE (N) 6'-O" SOLID- WOOD FENCING GATE SN) CONCRETE SIDEN/ALK INSTALL PER CITY SPECS / STDS 6, 60 (Pl} 6'-O" SOLID WOOD . (E) FENCING - FENCING PWS 12" IATTICE _ � � �� `, �o , �o {�;: �o : �o � �o : �o s � � � r .,� � —� D �N�� ' I L (Nl _ . GARAGE I - � - �- N CITRUS _- �r�e IAWN ? I - . � I � _ �, I 1 - -� 1L11 � _ I' --- I - - \� � _- ".:_ _ I ; . _ � , _ - -, ._._ --T� , L �N� ' �Ct� :_- -� coNcr�� ; � STONE � r` UNIT PAVER �r� � w �r ��"� ��PATIO� r .� � �� i� � 'i�� DRIVEWA� ' 1 8 - _,_r� 7 I , � -- _ � -`r'.. -�-� -- I (N)� 3' TAL6 B8Q / ` . . _ � COUNTERTOP W/ - 6" BACKSPLASFi f (E MAPLE TREE � - I STORAGE BELOW Ta BE REMOVED I (N) GA5 METER 3� ' () � �`_ - (N) EE�ECTRICAL PNRIVACY 7REE5 MET �I (N) EVERGREEN-� ' ESPALIER VINE I� (N)GRAVELPATFi (N) LANDIN�GE� i .. _ I RESIDENCE � i , , _. I �� s� 5 � i • ._� (E) REDWOOD TREE (N) EVERGREEN TO BE REMOVED � PRIVACY FIEDGE 5 'RE�UIRES PROTECTED TREE REMOVAL PERMIT (N) 6'-O" SOLID WOOD FROM PARK DEPT. FENGWG PLUS I2" LATTICE (E) PRUNUS TREE __ _ , _ , ��, TO 8E REMOVED v oor i � �{ �� z �o � ; zo ; zo � i zo ; � ; � �� . G I 0 — � � — — — — r C�� , ,, . �F�, ti , � _nr � - iM � 9 �r�aTRus e � � (N) GARAGE —i � � CAWN 7 ��.\ ; � .� .� �� , �. � � �� ' - � '" — ! �`� � �:L��N� I �� cN> �� conreRe-re STONE - Y�` ' ' PATIO, _ �t J��,.;'UNITPA�ER ' � O ��"' DRIVEWAY7 CN�UNTERTOP W% �� (N) SP�ONE I r 6" BACKSPLA511 6 FI 8E' TALL sroRa�e ee�ow r - � - - 22 2z. � zz �� Z2. . �` I �23 F�.23:�yi Zi I - I �� ..J- 4 �- � ' �'�(�Z� cr,> �ns Mer�rz f 73 � 73 � r �� '-6' R �� r' ' �� (N) AG UNIT � ��^ ' I � ' � �` `. �1 � (N) EVERGREEN �^ PRIVACY TREES (N) (N) GRAVEL PATFi ��. �� N� 6�-0^ SOLID WOOD RESIDENCE �' I ; � F NGNG PWS i 2" IATTICE r (N) '"-0" SOLID WOOD ��: FE�dCING / GATE � I � ' OUTLINE OF 'PROVIDE KNOX KEY i �.,, �' 23 (E) DRIVEWAY TO � P �SWITCIi PER FIRE a" r �\ I _` BE REMOVED � I � DEPT. REQUIREMENT i � " � �, za 58 , ' N �ON � � � s - � ��f.Ra � e 'sv,, �� ' � P � - �` j � r ) I - . � + I n r � ° _ , ,,,.}s, � PNORC �/ STEPS � P , , � µ t �� 4_ Q ..TT.. � i "'Q`� � � j 1 �%�`^ ., p._- - _ 3 . . _ .. • �M 5� �.4�_\}!�5 � 3 3�` � - h �- 1 i � �� 24 x A., 4 S :'� � � 4 a �1�/\IJ � � �� '`� � ' • C � (N) ;' s f'� �3 � ; � . � z9' � = - i --= — - ----- - � GONCRET � . !:: _ 3 �.� - z � � i , ,,.,ti. y; - _ � '. . N� � � I z ' I 'i UNIT PAVER ., �c.:�i (N) STONE ' � 13 �) roNe � � — —I � — ATFi � ,_ � ', `- s -Jf. � PATI1 I - , 1 � _ �__ c - �- � '• DRIVEWAY� e - (N) � __ G �N� _- � �--�,; r 6 �6 � �� - \t(N) STEPPWG �a IAWN -- 60 59 7 LAWN � � �qWN 57oNE5 SE7 . � � � � ; � � � 7 �. � FLU511 W/ LAVJN _ I �P �� S 55°O 'i6 �6,::. 00 � I _ i:, i � �i . - �— — — — ,�_�.---`--' , . . _ � -- . _—�—�- ^-. ,-._ � — • --» — -- - — — -. �;' ` � _J _-- - - -- __ `. (E) (M cn __- ---- - - _ �-- - - - - -- �.. �__� _ _ . . G F . . _ _ .,F. � .. _ _ _ _ — — � G2 .. . . . . . G2 . I . � _ _. ,� : � /� 4 � . . . _ G� � ___ � l�-.-- _ ---�� '_ .___ -- —' _' '- — - ". —._-� — L �N ) CONCRETI UNIT PAVE � �i� �, -�7� — — - - - --- - — ---- - �N) ( ) � .�__ _ - --- - � - ---- -------Ofd SA�ND BASE PNER CITY TREEELIST SN� P 0 APRON INSTAL�L PER CITY (N STREET TREES (E) PITTOSPORUM TREE SET ONPSAND B�A.NSE P�R CITY TREE LIST� TO E RE OVE SPECS / STDS (E MAGNOLIA TREE T� 8E REMOVED (N) CONCRETE CURB / GUTTER fN) CO CRETE SIDEWALK B E R �NS7ALL PER G71' SPECS / STDS N U E INSTALL PER CIiY SPECS / STDS SHIFT TO ALLOW FOR Q 4' P TIN ARE LAN DSCAPE PLAN LAN DSCAPE PLAN LOT 17 SCALE: 1/8" = 1'_0" LOT 16 SCALE: 1/8" = 1'-0" OUTLINE OF (E) GARAGE TO BE REMOVED (N) 6'-d' SOLID WOOD FENQNG PLUS I 2" LAi710E (N) EVERGREEN pRIVACY TREES (E) RESIDENCE 0 0 O c9 z oz v �� oc� z z SW o'� (N) EVERGREEN VINES (E) TREES TO BE REMOVED _ �—T �— — - �Ep) PITFiOSPORUM TREE PAST PROPERTY LINE (N) CONCRETE DRIVEWAY APRON INSTALL PER CITY SPECS / STDS � NST�ALL PER CITY SPECS % 9TD5 REVISIONS me ;= m�� y'E y� U N � U c� � � Cd U _ N ��{� `V � C'� U � � � °�-�v�5�'F � : G� si� � �ti 9F� - W z U� z� J U W w � � rQR �/ / v Z WJ � l..l_ � m zW Q O -� v� � Z J � W m � R O vr FEBAUARY23,2021 LANDSCAPE PLAN L1.0 RRIGATION LEGEND 61 (N) DRIP IRRIGATION TUBING (E) WATER METER LOCATION ' FIELD VERIFY SIZE C P2ESSURE � 58 � (N) TIMER/ rnN-rRni i FR �� i SYM DESCRIPTION PSI GPM REMARKS e IRRI6ATION METFIOD (SPY: SPRAY DRP: DRIP BUB: BUBBLER SUB: SUB-SURFACE) e WATER USE (VL: VERY LOW L: LOW M: MEDIUM N: I11GH MX: MIXED) � WEATIIERMATIC SMARTLINE SERIES CONTROLLER - - W! WEATIIER STATION � FEBCO 825Y REDUCED PRESSURE ASSEMBLY 1 75 max. - W/ SHUT-OFF VALVES ►� SI1UT-OFF VALVE 60- I00 - BRASS BALL VALVE � 110SEBIB 60- I 00 - 30" TALL BRA55 LINE � FIXTURE � IRRITROL I 00 SERIES CONTROL VALVE 60- I 00 - W/ GLOBE VALVE ❑ FILTER / PRESSURE REGUTATOR - - AS NEEDED PER MFR'S SPECS �• HUNTER MPR40 BODY W/ MP ROTATOR SERIES 30-55 .07-2.63 (C)-CORNER, ( I)- I 000 etc. `■ HUNTER MPR40 BODY W/ MP STRIP SERIES 30-55 . I 4-.55 (L)-LEFT, (S)-SIDE, (�-RIGIIT 5� RAINBIRD XEi21-POP W/ MPR NOZZLE 20-50 .02-.4 I (5)-5 SERIES, (8)-8 SERIES °O RAINBIRD XERI-POP W/ SQ NOZZLE 20-50 . I 3-.52 (Q)-QUARTER, (ti)-HALF, (F)-FULL RAINBIRD XERI-BUBBLER SPIKE 'NOT SHOWN I 5-30 02-.22 AS NEEDED, SEE DETAIL — PVC SCN 40 MAINLINE 60- I 00 - SEE PLAN FOR SIZING — PVC SCH 40 LATERAL PIPING 30-55 - SIZING TBD BY CONTRACTOR -%- NETAFIM TECHLINE CV DRIPLINE - - SIZING TBD BY CONTRACTOR ----- NETAFIM TECHLINE CV (SUBSUIZFACE) 10-30 - INSTALL PEfZ MFR'S SPECS __= PVC SCti 40 SLEEVING - - UNDER ALL PAVING / WALLS IRPJGATION NOTES I. Tt1E �ONCEPfS OIJ Tf1E IRRIGATIpI PtAN ARE SCMEMATIC �dItIIMUM REGUIREME�l�S, T17E Fl1LL EN1Ef1T OF NMICFI ARE TO BE DEIfR1�1111ED BY T17E CANTRRCfOR. mE LOr1TRAGTOR SHFLL MAKE ADJUSTMEIJTS h5 uECF55PRY BASm Oil AGIUAL 51TE COilDIT10r15. 2. Nl �RRIGATION SYSTEM COMPONEt1T5 SIfALL BE INSTALIID PER MAtJUFALTURfRS SPECIFlCP.TIONS. MArIUFAGTURFRS SPECIFlCHTIOt15 SUPERSEDE AIN SPECS 011 TFIESE PlA�15 / DEfAILS. 3. IRRIGATION SYSTEM SHALL U5E PRESSURE REGUTATORS 0.5 NEEDE� TO KEEP ALL LOMPONENTS'MTNIIJ OP�IMAL P51 RANGE, PER MANUFACTURER'S SPECS. 4. CANTROL1fR ttPE St1ALL BE A SMAR( LONTROf1EK RAIN SENSORS AND/ OR'NfA7HER STATIDIJS ARE RfCAMMEWDED. 5. CONTROIIER SNALL BE SEf TO IRRIGATE BEfWEEN THE HOURS OF BPhI AND I OAM. CONTROIIER SHALL BE SET TO IRRIGATF DEEPLY AND If55 FREQUENTIY TO BlCOURAGE DROU6HT Rf515TANT R00T GP.05vR1. IP3JGATIOH SQfE�UIf TO 8E DETERMIWED BY AUDITOR/ LONTWtCfOR 6. PIPIUG BEfWEE1J THE WATER MEfEKAND A REDUGEO PRF55URf A55EMBLY SF1ALL BE BRA55 DR CAPPEk IYPE K. 7. Th1E BOTf0A10F TFIE REDUCED PRf55URE ASSEMBIY SHAll BE WSTAL.E� MIN. 12' ABOVE THE GROUIJD. 8. A 100 MFSn FILTERSttALL BE IIJSTAL1iD ON THE MAMtJNE BEFORf Tt1E P.EDUCED PP.E55URf h55ElV1BLY. 9. VAlVES SNALL BE HOUSED IN'NfATNER-PROOP PlASTIC BOXES, WRH LOCK�BLE 11D5 MARKfD WATER 10. CONTROL �NRE COPRIELTIONS SHALL BE MADE �MTF1 WATERPROOF PLASiIC W1RE PIUTS. I I, MFIN SUP%Y lINES t FITTING55HALL BE WC SCN 40, SIZE A5 NOTED ON PtAIJ, BURIED 12' - 16' DEEP. 12. IATERTL SUPPLY 11NE5 0 FfTTINGS 511ALL BE PJC SCIi 40, SIZE TO BE �ETERMINFD BY CONfRACTOR BURIED 9' - I 2' DEEP. 13. FLIXIBIf POLY PIPE TO Bi Yi �,', DfTFRMIMED BY CAIJTRACfOR. ALL Y,' FIEX18lE DISTRI&JTION LINFS TO BE A MAkIM1fUM OF 5-0' IN tENG7Ft t FRE 10 8E STAKfD. I4. BUBBtERS SNALL BE SPALED TO CREATE AN EVEN WfT ZONE ABOU! THE SIZE OF Tt1E CANCPi OF ALL HEW St1RUB5. IIEw TREfS t IXISTING IMMATURE NOH-NATNE TREES. BIIBBlERS SI1ALL BE PIALED TO AVOID AS MUCH AS P0551B1f IRPJGATING OAK TREFS t AFfY OTIfER IXISTING. MATURE NATIVE OR DROUGIIT TOfERANT PtAMS. i 5. NOSE BBS SHAl1 BE bIOUMED ON GALVAUIZED SiEEL Rl5ER5 30' ABOVE FINISnED GRADE. SECURf 70 A A4 STFiL BAR DRIVEN 18" PJTO SOLID ^oROUND. 16. C1fECK VALVF5511FLL BE IIVSTAl1iD ON ALL DO'NNI11LL GRIPLINE ! D157PJBUTIO�� uE, I7. R15ER H�G117 IN IANM AREAS SttALL BE 4". PJSER HEIGtt� IN MFADPN ARfAS AND OTHER UNDSCAPE ARfAS 51fALL BE I 2". Ti1E RISEPS fOR SPPJNKIERS ON SLOPFS SFIALL BE 5Ef APPROXIMATELY PERPENDICUTAR TO TFIE PUNE OF TnE SLOPE. 18. IF LOLATION OF A SUPPLY LINE INTcRfERfS W1Tt1 TRE DPJLLING OF TnE PIANT nOlFS, THE PIANT MOlFS SnAll BE �OCATED AS TO CIiAR THE suPPr uNFs. 18. ALL LINfS SNALL BE TnOR0UG11LY ftllSHED OUT PR10RT0 ATTACF1hItM OF VALVFS, SPPoN�,LElCS, EMITiERS, t OTHER TfRMIIIUL fiTTINGS. 19. T11E CAHTRACTOR St1ALL MAKE FRJAL ADJUSTMEMS TO TitE IRPJGATIOM SYSTEM TO ENSURi PROPER COVER4GE AND PREVENT'NATER RUN-0F� AND IXCE55 SPRAY. 20. uL SPRAY aqD DRIP ZONES TO BE hIIN. 5�-0' n��D PRfPERnBLY I O-0' AWAY FRObI OAK iREE TRUNKS. �—(N) DRIP IRRIGATION TUBING ( L (N) �I CONCRETE � UNIT PAVER °I DRIVEWAY7 I RRIGATION PI�AN SCALE: 1/8" = 1'_0" 60 (N) TIMC�(2/ CONTROLLE� I WATER CONSERVATION IN LANDSCAPING ORDINANCE COMPLIANCE TI1E5E PLANS COMPLY WITI1 TI1E CRITERIA OF TI1E WATER CONSERVATION IN lANDSCAPING ORDINANCE AND APPLIED TI1EM FOR TI1E EFFICIENT USE OF WATER IN Tt1E IANDSCAPE AND IRRIGATION DESIGN PIAN. flEVISIONS mE ;= m�m W E y � U � �--� � U ` (CS � _-. Q C�7 - U _^ N W� �� U •� 1 ��OF ,r'�° oco '° < g =' s eex s, 7/ 22 ' 9 F �F <n��4�� Q W � U� L.L ZJ U W w � � Q � � Z WJ � �� m zW Q O -� �¢ z J� w m �rt o LJ r EBRUAAY23,2021 IRAIGATION PLAN L2.0 SLWIO NOTE: NOTE: /— NOTE: iw�nnou uorEs WEATIIER ALL ELECTI2ICAL WORK TO COMPLY ALL ELECTRICAL WORK REDUCED PRESSURE ASSEM BLY STATION i me corice�rs om me iP,�i�nnoii Pur� nrt� scneMnnc Mi�nMUM �aui�Meirrs, me �uu e��r oF ��vnicn aee ro ae o��.+u,eo er me WITN APPLICABLE CODES corrrzr,croR. mecourenaacsnnurnnr�no�usrM�r��sns�iecessn�reaseoounauaisir�co�ioina+s. TO BE INSTALLED PER MFR'S TO COMPLY WITIi PVC LATERAL LINE SPECS 4 APPLICABLE CODES APPLICABLE CODES pEN�6ryE�0 O ELI_'S z. nuiaei�nTimisys�n+coMPor�errssn��een�srauEoeeRrarwuFncrur�Rss�aFicnnous, MnNUFnauR�eSsr�aFicnnoms SUPERSEDE Aln SPECS OH THESE PIAHS / DE7AIL5. VALVE BOX 3. IRPJGATION SYSTEM SHALL USE PRFSSURE REGUfATORS t5 NEEDED TO KEEP ALL LOMPONENTS �.1TFfIN OPfIMAL P51 RANGE, PER BRASS WYE-FILTER WEATNERMATIC WATERPROOF WIRE MauuFaaue�.essPErs. ' I00 MESN SCREEN SMARTLINE SL4800 CONNECTIONS 4. ��oueRrmesnnua�nsn�,urwurRou�rt waNse�sozsANoioRv.�nmeRsrano�sar��coro�Me��om. FEBCO 825Y REDUCED CONTROLLER PRESSURE ASSEMBLY WALL-MOUNT FINISHED 6RADE 5 ca+TRouERsnnuaeserroi�a�een�urnenouRsoFa�.i,u+o ionhi couTRouERsnaueescrroiaw�ar�oeervnuo�ss ' 12-48 ZONES FREQUENIlYTOENLOURAGEDROUGtfiRf515TAMR00TGRON'fM. IR,e16AT10N5CNEDUIETOBEDETERMINmBYAUDITOR/CONiRAQOR MASTER VALVE WIRE #WeO1M1ef °�;� � PVC MALE ADAPTEIZ 'OPTIONAL IRRITOL 1005ERIE5 6. PIPING6ETkEENTNEwF7FRMETERANDAREDUCEDPRf55UREf55EMBLrSRALLBEBRf550RLOPPER7YPE'K. � CONDUIT I I Sv AC CONDUIT 24v AC CONTOL VAWE 7, TryEBOTfOMOFTREREDUCEDPP.F55UREF55EMBLYSHALIBEINSTALLEDMIN. l2'ABOVETnEGROUND. FEBCO PRV SERIES PVC SCH 40 SxT ELL PRESSUREREGUTATOR POWERSUPPLY a.niooMFsnFareRsnAua�ir+srnuFoo�arneMniNuueeeFo�me�ouc�oP�ssu�nsseMa�r. 'AS NEEDED WI RES 9. VALVFS StlALL BE R0U5ED IN WfAR1ER-PROOP PUSTIC B0%ES, W1TR LOCXNBtE lIDS MARKED'NaTER. GROUND WIRE �. � PVC SCH 80 NIPPLE io. corarRavn�ca+��rnorissnaueeMncewrrnwareaaRooFeusnc�v��r�urs. BRP55 UNION z � � " � 6" LONG ' BOTN SIDES g RAI N STAT WIRES � � I I. MAIN SUPPtY LINES! FfITINC55HALL BE PVC SCH 40, 51� n5 NOTED @� PIAN. BUPJm 12' - i 6' DEEP. N RISER PIPE COMMON NEUTRAL WIRE OPTIONAL 7`(P BRICK PVC SCIi 80 PIPE SHUT-OFF VAWE — 'COPPERTYPE'K' EXPANSION COILS MAIN LINE PIPING 1z. vr�w,isue��ru�i�siFrrriNcssnnuaeP�cscnao.s�z�roaeoe��iwmarcorrm�croReuweos - iz�o�r. 'BOTH SIDES OR BRA55 PUMP CIRCUIT WIRES W/ FITTING 'OPTIONAL 13. ftD(IBIE POLY PIPE TO BE Y" -'/.', DfTERMINFD BY CONTRAL70R . ALL %' FlfJ(IB�i DISTPJ&1TION LINES TO BE A Ml�IMUM OF S-0' ud IENGTH � + FINISNED GRADE VALVE CONTROL WIRES tnzerosesrnr.�o. 'ONE PER VALVE WATERPROOF COMMON d CONTROL ia. auee�RssnnuaesPnceoroc�renHevaw�zoweneourmesrzeoFrnecANoeroFnuNexsnRues,ue.vrrs�es�onSnNc CONNECTIONS WIRES TO CONTROLLER IMMATURfIJON-NATIVETREFS. BUBBlEP55HALLBEPIACEDT0AV01DA5A1UC71lSPOSSIBIEIRRI6ATINGOAKTREESlAtJYOTHERIX15TING. PEA 6RAVEL' 12" DEEP "'"T��""nveoRORour,nrro�Rn�re�a,urs. CONTROL I 5. HOSE BIBS SnALL BE MOUMm ON GA�VAIVIZED STEEL PJSEPS 30 ABOVf fIPIISNED 6ftADE. SECURE TO A o4 STEEL BAR DPoVLN 18' INTO VAWE souo r�tou�a�. AREDUCEDPRESSURE ASSEMBLY SMART CONTROLLER CONTROL VALVE �6 �,E�K�A�,��,Au��T�oNA«o�,„,��P�NE,o�ST��,oti�,NE. SCALE: NTS B SCALE: NTS C SCAL E: NTS i �. �seR n��rcr i�i �awri n�as snnu eE a�. �seR nei�nr iN rnennornv n�,s nrio omeR w�oscnPe a�s snnu ae i r, me r�sePs FOR SPPJt�IK1ER5 DN SLOPES 5t1ALL BE 5E? PPPRO%IMATELY PERPENDILULAR TO THE PUNE OF Tt7E SLOPE. 18. IF LOCAnON OF A SUPPLY L1NE INTERFERES WITH TI1E DPJ W NG OF THE PIANT t10LE5, TItE PIANT NOLES SMAIL BE LOCATED AS TO LIfHR TI1E SUPPLY LMES. NOTE: FINISFIED GRADE NOTE: 18 ALLLINESSHALLBET170ROU611LYRUSt1E0OUTPPoORTOA7TACFIMFATOFVAL�'FS,SPRINKIERS,EMITfER5.6OTt1ERTERMINALRTfINGS. LAWN SPRAY RISER: 6" POP-UP MULCti LAWN SPRAY RISER: 6" POP-UP MEADOW SPRAY RISER: 12" POP-UP MEADOW, SHRUB SPRAY RISER: 12" POP-UP is. mecoi�rwacroRsnnur.+nr�FiNua��usrn�eNrsromeiRwcr,nor+srsr�rnroeNsur�PRorRcoveRn�ear+oP��rwnr�rcwN-oF� TEC H LI N E AF a+o acFss sPw�r. DRI PLI N E 20. ALL SPRAY AHD DRIP ZONES TO BE MIN. 5'-0' AND PRfFERABLY 10'-Q' AWAY FROM OaK TRfE TRUNKS. � AUTOMATIC FLU511 VALVE t1UNTER MP ROTATOR PLUMBED TO PVC OR POLY XERI-POP MICROSPRAY SPRAY NOZZLE � SOIL BED EXHAUST HEADER FINISt1ED GRADE WATER CONSERVATION IN LANDSCAPING ORDINANCE COMPLIANCE FINISH GRADE SPACING TECh1LINE START PER SOIL CONNECTION CONDITIONS MALE ADAPTER TIIESE PLANS COMPLY WITI1 TI1E CRITERIA OF Tf1E WATER CONSERVATION HUNTER MPR40 BODY TECtiLINE DRIPLINE I/2" or 3/4" POLYTUBING IN LANDSCAPING ORDINANCE AND APPLIED TI1EM FOR TI1E EFFICIENT USE W/ Ct1ECK VALVE TECHLINE DRIPLINE ii4° SELF-PIERCING OF WATER IN Tt1E IANDSCAPE AND IRRIGATION DESIGN PLAN. 'CENTERED ON BERM BARB CONNECTOR SWING JOINT: AR TECHLINE TEE I/4" DISTRIBUTION TUBING t1UNTER PRO-FLEX TUBING, (2) FiSBE-050 ELBOWS � AIR/ VACUUM RELIEF ( I) MARLF�.' STREET ELBOW PLUMBED TO TECHLINE AT EACN HIGI1 POINT LATERAL PIPE SUPPLY 11EADER REMOTE CONTROL VALVE WITt1 DISC LATEI2P,L TEE OR ELL FILTER AND PRV � SPRAY HEAD & BODY � DRIPLINE SAMPLE LAYOUT � POP—UP MICROSPRAY U SCALE: NTS C SCALE: NTS � SCALE: NTS NOTE: NOTES: I/2" PVC IRRIGATION USE RAINBIRD XERI-MAN TOOL TO I. SPACE EMITTERS TO CREATE AN EVEN WET ZONE ABOUT THE SIZE W/ XERI-BUBBLER INSERT BARB INTO POLY TUBING OF THE CANOPY OF ALL NEW St1RUBS, NEW TREES, E EXISTING # LASER LINE IMMATURE NON-NATIVE F�CISTING TREES. 2. PIACE EMIITERS AS TO AVOID AS MUCH AS POSSIBLE IRRIGATING POT 'PER OWNER SUPERSOIL OAK TREES � ANY OTFIER EXISTING, MATURE NATIVE OR DROUGt1T 'OR EQ. RAINBIRD XERI-6UBBLER TOLERANT PIANTS. 'SPIKE MOUNT BITUTf1ENE m WATER-PROOFING I/4" DISTP�UBUTION TUBING 'STAKE '5'-O" MfUC. LENGTN FILTER FABRIC I/4" BARB CONNECTOR ��2,� _ 3�4„ 'INCLUDED ON SPIKE POLYTUBING I/2" or 3/4" POLYTUBING LARGE 511RUB SMALL SFiRUB OR TREE EMITTER / 4" DEEP PEA GRAVEL � BUBBLER � MULCH EMITTER/ FIN1511ED � > ^� = n � � � BUBBLER , GRADE PAVING FINISHED GRADE - I/2" - 3/4" POLY TUBING - WATERPROOF SEAL I/4" DISTRIBUTION I/4" DISTRIBUTION 'PREVENT DRAINAGE TUBING 'STAKED TUBING 'STAKED CONNECT TO SITE TO PAVING 5'-O" MAX. LENGTH 5'-O" MAX. LENGTH DRAINAGE / IRRI6ATION 4" PVC SLEEVE / DR,41N r, POT IRRIGATION / DRAINAGE � SPIKE MOUNT BUBBLERS i EMITTER SPACING � SCALE: NTS n SCALE: NTS I SCALE: NTS ao wm �' E H � U Q� � — U L C� � Q C� U � N n,�� W � �� U • � �. a ,r��a°F � ��`'t" `'< '°g W�i w`w�s Ti - � �� . W � U� � zJ U W w �� Q �� Z WJ � I..L � m zw Q OJ �a Z J� w m ! R o V T NOiES/ DEfPJLS L2.5