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Home My WebLink About1336 Drake Avenue - PlansGAMBRIOLI RESIDENCE 1336 DRAKE AVE. � BURLINGAME, CA. 94010 ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH BUILDING DATA SHEET INDEX SYMBOLS (') = FUTURE BUILDING SHEETS � Dup�ez comenience ounet � p�ate APN #: Q26-062-180 MECHANICAL + ELECTRICAI DRAWINGS & And EXH Exhaust PBD Particle Bd- T1.0 TITLE PAGE (*) ME2.0 ME PLAN � Flwrconvenienceoutlet d Penny EXP Expansion PFB Prefabricate(d) LOT COVERAGE GN GENERAL NOTES (') ME3.0 ME CUT SHEETS Arigle EXPO Exposed PL Plate (Iine) GRID �INE REFERENCE �F� GFI duplex convenience outlet �OT AREA : 6,OOD SQ.FT. FAR FLOOR AREA CALC (') ME4.0 TITLE 24 @ At EXT Exterior PLAS Plaster � � Fourpiex outiet PqR =(�OT SIZE X,32)+ 1,100 = MAX LOT COVERAGE - EXISTING SITE PLAN (`) ME4.1 TtTLE 24 (CONT.) C Center line FBO Furinshed by PLYWD Plywood BLDG & WALL SECTION REPERENCE _(6,000 X.32) +�,too = 3,ozo sn.Fr. A1.0 PROPOSED SITE PLAN Arrow indicates tlireclion of view � Duplex conv. outiet, 7/2 hot, i/2 swflchetl 0 Dia, or round Owner PNL Panei(ing) � ' 100 SQ.PT. ALLOWED FOR COVERED PORCH A1.1 PROPOSED DRAINAGE PLAN LANDSCAPE pRAWINGS Letter in8icates building section � 220V amera e as er e ui ment Perpendicular FDN Foundation PNT Paint(ed) � � 9 p 4 p Sheet number CG CAL GREEN CHECKLIST L1.0 PROPOSED LANDSCAPE PLAN # Pound or No. FIN Finish PR Pair DE7AIL REFERENCE _� GFI/W.P. weatherprooF outlet l0T COVERAGE = LOT SIZE X.40 = MAX LOT SW (BMP'S) L1.1 PROPOSED IRRIGATION PLAN FL Floor (line) PRCST Pre Cast � = 6,0�0 X.40 = 2,400 SQ. FT. Number indicates weil section $ Flush mounted floor & ceiling outlet AR ARBORIST REPORT AB Anchor Bolt FLASH Flashing PT Pressure Treated ABV Above FLOUR Fluorescent sheet number � �unction box STRUCTURAL DRAWINGS AC Asphait Cona FLX Flexiable QT 4uarry Tile EXTERIOR ELEVATION REPERENCE _ � 7eievision outiet (N) FAR - ARCHITECTURAL DRAW�NGS (`) - - ACOUS Acoustical FOC Face of Conc .4rrow indicaies direction of view A2.0 PROPOSED FIRST FLOOR Telephone outlet & plate ADH Adhesive FOF Face of Fin. R Riser sheet number � F�ood light (N) COVERED PORCH * _"85 SQ.FT. A2 � PROPOSED ROOF PLAN ADJ Adjustable FOX Face of Stud RAD Radius � (N) 1ST FLOOR = 1,543 SQ.FT. %j2 2 ROOF SPECiFICATIONS SHEET AGG Aggregrete FO finished Opening REINF Reinforce A INTERIOR ELEVATION REFERENCE -�- ceiiing ructure (N) GARAGE _'396 SQ.FT. A3 � PROPOSED ELEVATIONS AL Aluminum FP� Fireplace RELO Relocate Arrow indicates direction of view � Wa�l �ight (N) 2ND FLOOR = 1,476 SQ.FT. %�3 � PROPOSED ELEVATIONS AP Access Panel FTG Footin REMO Remove o e Letter indicates building elevation A4.0 �� g .r� PorGein recepticle w/ puu chain TOTAL : = 3,019 SQ.FT. PROPOSED BUILDING SECTION � Sheet number F APX Approximate FURR Furring REQD Required `r' `" A5A CONSTRUCTION DETAILS "�, o. "` FUT Future RESIL Resilent ° °oe Intlirect cove lighting A9 � -- �'- -- BD Board RO Rou h0 ein � TITLESYMBOLS 9 ,� G1A FINISHSCHEDUIE 9 p 9 um er in icate elevation, wall section Recessed ceili� can I' hts BEL Below GA Gau e RWD Redwood or detaii � = SEE SECTION 2526.070 PROPOSED C�ARAGE 9 � 4" recessed low voltage wl directionai trim BLK Block(ing) GALV Gaivanized sheet number � �� BM Beam GB Grab Bar SSD See Struct. Dwg. � Recessed ceiiing iight BOT Bottom GI Grab Iron SH Shelf Waterproof ceiling fan/light & piate EXT. DOOR & WINDOW SYMBOL � `"" . BRK Brick GL Glass/Glazing SHR Sheathing �~ Indicates door 8 wintlow number � Recessetl waterproof exterior op light � �.,�. �� BS Both Sides GR Grade (Ground) SIM Similar sin g7WM Between GYP Gypsum SLR Sealer O �NTERIOR DOOR SVMBOL � gie poie switch Intlicatestloornumber 3wayswitch FIRE DEPARTMENT NOTES SPEC Specification %u- CAB Cabinet HBD Hard Board SQ Square REVISION SVMBOLS � switch wi dimmer CEM Cement HD Heavy Duty SLD Standard - cloud around revision � 000ractivitea switch 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THE ENTIRE STRUCTURE UNDER A SEPARATE PERMIT. CER Ceramic HDR Header S. STL Stainless Steei nnotion aetector 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE CI CaStlfOn HWD Hardwaf6 COLORlMATERIALSYMBOL g� ZONING : R-1 CLG Ceiling HOR Horizontal SUSP Suspended Number intlicetes colorantl /or matenal �," 7imer(switch) PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W! THEI{2 CLKG Caulking SYM Symmetrical ROOM REFERENCE '•� Vacancy sensor w/ dimmer "manual on" BACKGROUND. CLR Clear INT Interior BED RM�--- Room name 3. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENERAL Vacancysensor"manualon" CMU Conc. Mas. Unit INSUL Insulation T Tread 203 . Room number '� CONTRACTOR SHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN � Weatherproofswttch DEFERRED SUBMITALS MATEO COUNTY ENVIRONMENTA� HEALTH APPROVED CONTRACTOR PRIORTO SCHEOULING WATER DEPARTMENT FINAL. CNTR Cbunter TB Towel Bar � countertopairswitch 4. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIV�L DRAWINGS PAGE COL Column JST Joist TEMP Tempered �- MATCH LINE, SHADED SIDE IS � OF THE BUILDING PLANS. THIS SCHEMATIC SHALI DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE CO�flPO COfI'IpOSitlOn JT JOI(it T�G TOUgU@ & GfOOvO CONSIDERED Doorbell pushbut[on �. SPRWKLER PLAN CONC Concrete THRU Through �- �RK, CONTROL, OR DATUM POINT � chime z. rHe HnRo uNe oRmm�ce sysrern LOCATION OF THE DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LiNE AFTER THE SPLIT BETWEEN CONN Connect(ion) LAM Laminate TOS Top of Surface � s seweR encKwnTerx aRorecnoN ceRnFicntioN DOMESTIC AND FIRE PROTECTION LINES. CONST Construction LT Light TPD Toilet Paper -"- ---- PROPERrvuNE � Smoke detecmr n REcvam� awssTe rteoucrioN FORM 5. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FfRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDWGS Thermostat 5. BAAGiMD FORM CONT Continuous LVR Louver DiSpBfiS2f ------ SETBAGK LINE � s. srortM wnreR coNsrRucnoN Po��urioN LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE CPT Carpet TYP Typical Speciai outlei przeveNnoN aeRMiT SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50% MAS Masonry g � 7. ENCRoncHMENr aERMir �sEwER �nrERa� rEST� 6. MIN. 1" WATER METER REQUIRED. 1 �--- EXISTWG CONTOURS Instant start florescent tight A DBL Double MC Medicine Cabi�et UON Unless Otherwise / ,Er� 8. PREMANUFACTURED TRUSSES DEMO Demolish MECN Mechanical MECH Noted �andscape iignt DF DouglasFir MEMB Mambrane UNF Unfinished 92 NEWORPINISHEDCONTOURS � Eledricalpanelboard CONSULTANTS SCOPE OF WORK DIA Diameter MFR Manufacturer � E existing DIAG Diagonal MIR Mirror VERT Vertical S� TOP OF WALL oeiete existing DESIGNER SURVEV 1. NEW 2 STORY SINGLE FAMILY HOME WITH DETACHED 2-STALL GARAGE DN Down MNT Mount(ed) VG Vert. Grain 4� oe FORM + ONE DESIGN B& H SURVEYING, WC. DR Door MTL Metal o aep�ace ewsting ^p� RE CONTACT: TIM RADUENZ 901 WALTERMIRE ST DS DOWt1SpOUt WB WhiteBfOthefS � Q Gasoutlet 4843SIWERSPRWGSORIVE BELMONT,CA94002 VICINITY MAP DRA Drawer NIC NOt Ift WD WOod '�� TOP OF CURB PARK CIN, UT 84098 PHONE: 650.837.1590 HoSe bib COfiV2Ct WDW WIIIdOW � H6 PHONE:415-819-0304 CONTRACTOR EA EBch NTS Not to SCale WI WlOU9ht Ifon �h� �Fo Ceiling(floor suppty register TIM�FORMONEDESIGN.COM GAMBRIOU DEVELOPMENTS SITE EL Elevation W/0 W�th (OUt) .�� TOP OP PAVEMENT D Ceiling/Floor retum register OWNER CONTACT GREG G. ELEC Electrical 01 Over Wp Wate roof �° 2415 SUMMIT ROAD �P Wall diffuser MR+MRS. GREG GAMBRIOLI HI�LSBOROUGH, CA 94010 ENCL Enclosure OC On Center WR Water Resistant � 2415 SUMMIT DRIVE p; 650-333-6844 EQ EqUal OPNG Ope�ing WSCT W2in5COt FIXTURE OR EQUIPMENT SYMBOL � T.V./Computer Outlet HILISBOROUGH, CA 94070 EQPT Equipment OPP Opposite centrai vacuum iniet TiTLE 24 ARBORIST � v KIELN ARBORIST Ey�/ EaCh Way Automatic garage door swdch RICK ROCKLEVNTZ pp BOX 6187 1tl � 5 (EX) EXiSfing � NRGCOMPUANCEINC. TM"Q��----- ----- ---- Z6-B p PlaStiC SAN MATEO, CA 94403 Pafallel � A Alarm control keypatl PO BOX 3777 P: 650.525.1464 O �� 2° '- 6 � e SANTA ROSA, CA 95402 � - - - - -- -- O MATERIAL SYMBOLS APPLICRBLE CODES PHONE:707-237-6957 t7 7-_ SOIL - - � DANIELDYCKMAN OO ty � e �O, � Bituminous paving Metat 0 Sand/ Mortar/ Plaster GEO FORENSICS " x a s p p 0 � 9 O y 8° ' O � ° � 2019 California Building Code 561-D PILGRIM DR. e . 081 Batt insulation -i-�� Metal Lath . Wood frame construction 2019 Existing Residential Code POSTER CITY, CA. 94044 7� � ; , � P� . � , , x. io � Brick Veneer 2019 Califomia Residentiat Code PHONE:6503493389 Q � 0 s7 a io eQ � � .�/ x ro Q a �' � Marble 7 tile O Existing construction � e P p � �� „ 0, � '" a 2019 California P�umbin Code J° �� '0 �� " �' �� 9 STRUCTURALENGINEER --- z � Stone Veneer Earth ! ' Existing construction removed � 2019 California Mechanical Code BRIAN DOTSON CONSULTING y p � �p O, ,� � �P O p rs • �e O ° O u �r � Concrete � Wood � Precast concrete 2019 California Electric Code eNciNeeRs 082 ! --- CONTACT: BRAIN DOTSON �a � u a QO a s e ze �s sO ' OO X' � iJ 0'� ''�' z� ''� �� •. • Concrete Block � Steel � Rigid insulation 2019 Ca�ifomia Energy Code Po eox a�io22 083 � --- - N 2019 California Fire Code MONTARA, CA 94037 � p a, • a p p z� . u p p Ps • O O� p w�� Gravef / Rock fill � p�y�.�ood 0 Gypsum board PHONE:850-722-0219 � pgq -�'�° CITY OF BURLINGAME MUNICIPAL CODE y,, �3 a ro is QQ (J ze is QQ .,�, m �e o ie i is &f.Y7 �"' , o �� ' k ' � � 2019 California Green Building Standards Code � , �. x � i is � ,. � ,� . . � p .� � rs . . in ,p . n Q�e� 's n �eE � x� O � � a � 0,m ..�� . pp x n QQ � pe ro£�` O' � s GREEN BUILDING MEASURE CONSTRUCTION HOURS EXTERIOR FINISHES � � " " o " �° �"" � � o � ° � o o � � 5° F � p ar � ro pp a,� zz ri i 1. AN AUTOMATIC IRRIGATtON SYSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BV THE BUILDER AND CONSTRUCTION HOURS i, SEE CIN OF BURLINGAME MUNICIPAL REAR WALL FIN�SH: CEDAR SHINGLE SIDING .� �-"- '� _ j Q � INSTALLE� AT THE TIME OF FINAL INSPECTION. 1019 CGC §4.304.1 WEEKDAYS: 8:00 A.M. - 7:00 P.M. � ' O e7 �� O= � ' 2. A MINIMUM OF 65°k OF THE NON- HAZARDOUS CONSTRUCTION ANO DEMOIITION WASTER GENERATED AT THE SITE WILL CODE, sEcrioN �3.oa.ioo FOR �e7ni�s. ROOF: CLASS A, DIAMOND ASPHALT SHINGLES r, m �, BE DIVERTED TOAN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CITV OF BURLINGAME AND 4019 CGC SATURDAYS: 9:00 A,M. - 6:00 P.M. 2. CONSTRUCTION HOURS IN THE CITY PUBLIC WINDOWS: WOOD + ALUM. CLAD WINDOWS W! in a Q p6 g Ry°I �� Y� k p � O §4.408 SUNDAYS AND HOLIDAYS: NO WORK ALLOWED RIGHT-OF-WAV ARE LIMITED TO WEEKDAYS S.D.L. FROM SIERRA PACIFIC OR MARVIN OR � � � x O � 34 qN�OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 20t9 CGC AND NON-CITY HOLIDAVS BETWEEN 8 A.M. SIMILAR � � N� �' � �` ��' § AND 5 P.M. � � 4. UPON RE�UEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, � O �� 99�'�i�'~ SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHOOS ACCEPTABLE TO THE 6UIlDIN6 DIVISION THAT WILL SHOW SUBSTANT�AL CONFORMANCE WITH THE 2019 CODE RE�UIREMENT. 2079 CGC � E�� -�� §7031 HIDDEN CONDITION NOTES 5. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STAftTUP OF THE HEAT�NG, COOLING 8 VENTILAT�NG E�UIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS �� OPENINGS VNLL BE COVERED W/ TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING �, Any hidden conditions that require work to be performed beyond the scope of the building permit EASTO.v AODIT/ON M0.s RSM I!5 AGENCY TO REOUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SVSTEM. (CGC 4.504.1). jSStJBCJ fOf tf12S8 P�8f1S f118y fBqUII'B fUflhEf CiliY BPpfOV8�5 If1C�Udl(i9 fBVIEW bY �f1E P�8fif11f19 COf11I111SS10(1. � � ro p„ �e �� _ o �� , _� � E-i H W W � � zz H H Ca � a �H �a 0 � � 1 N � � N O - Z a b` _ .r m �� ' 7 L � � 4'[ .I'�_ � 1 P' ! = "z--. .�,?eau�„_.ecasz�ri.roe i ��/�� V ' �,�.I.. ,form+ one DE5IGN ■ PLANNING 0 � � U O � � � - N 7 rn , � ''✓ U ��. � FC �; P,' � `, bA �+ fd ro F 0. �� q � - � � � � � � H �� .. � � � E ,. � T 1.0 Sheet 5cale: SeeDetails MECHANICAL NOTES� ELECTRICAL NOTES� 1. ALl WORK SHAIL COMPLY WITH THE CALIPORNIA t. ALL WORK $HALL COMPLY WITH THE CALIFORNIA ELECTRIC � 3. ALL WCANDESCENT LIGHTING FIXTURES RECESSED INTO � 4. PATCH AND REPAIR ANY DAMAGES TO FLOORS, WALLS, MECHANICAL CODE (CMC) AND ALL APPUCABLE FEDERAL, STATE CODE (CEC) AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL WSULATED AREAS SHALL BE APPROVED FOR ZERO CLEARANCE CEILINGS, HARDWARE, FIXTURES, WINDOWS, ETG AS A AND LOCAL CODES. CODES AND ORDINANCES. INSULATION COVER PER 2010 CALIFORNIA ENERGY CODE AND RESULT OP THE DEMOLITION PROCESS. MATCH EXISTWG 2. MECHANICAL CONTRACTOR 70 ACCEPT SOLE 2. PER CEC, ALl ELECTRICAL RECEPTACLES INSTALLED AT CRAWL RATED IC OR APPROVED EQUAL MEETING UL RATING OR OTHER ADJACENT FINISHES AS CLOSELY AS POSSIBLE. RESPONSIBILITY POR PROPER DESIGN AND INSTALLATION OF SPACES AT OR BEIOW GRADE, AND OUTDOORS SHALL HAVE TESTING /RATING LABORATORIES RECOGNIZED BY THE ICG. 15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OF ANY MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BY OTHER GROUND-FAULT GIRCUIT-WTERRUPTER (G.F.C.I.) PROTECTION. � q, THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW MATERIALS AND/OR EQUIPMENT, OR WITH THE FOR SPECIFIC INFORMATION. ALL RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE ELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICAL WpRK CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL 3. MECHANICAL CONTRACTOR TO COORDINATE WITH GROUND-FAULT CIRCUIT INTERRUPTER (G.F.C.I.) PROTECTION. SHALL BE DESIGNED AND BUIIT IN ACCORDANCE WITH THE CLARIFY THE QUESTIONS W/ THE DESIGNER BEFORE GENERAL CONTRACTOR Tp DESIGN AND INSTALL SUITABLE 3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A NATIONAL ELECTRIC CODE AND APPLICABLE CODES, STANDARDS PROCEEDING. NO SUBSTITUTIONS $HALL BE MADE W/O THE DISTRIBUTION SYSTEM PER TITLE 24. MECH. CONTRACTOR TO DEiECTOR SHALL BE INSTAIIED W EACN SLEEPWG ROOM AND AND REGUTATIONS FOR BUIIDING LIFE SAFETY, EMERGENCY, DESIGNERS AND OR OWNERS APPROVAL. FIELD VERIFY AND DETERMINE SIZE AND CONFIGURATION Of AT A POINT CENTRAILY LOCATED IN THE CORRIDOR OR AREA EGRES$ AND NIGHT LIGHTING. ELECTRICAL CONTRACTOR IS 16. TOTAI THICKNESS Of NEW WALLS SHALLMATCH THAT DUCTS AND REGISTER. SEE SHEET INDEX FOR LOCATION OF GNING ACGESS TO ROOMS USED FOR SLEEPING PURPOSES. RESPONSBLE FOR OBTAINING SEPARATE PERMIT. ELECTRICAL OF ADIACENT WALLS. TITLE 24 CONFORMANCE WORKSHEETS AND ENERGY A DETEQOR SHALL BE INSTALLED ON EACH LEVEL OF A CONTRACTOR TO PROViDE COMPLETE DESIGN-BUILD 17. THE CONTRACTOR SHALL DO ALL NTTING, PIl"fING, OR COMPLIANCE NOTES WITHIN THIS SET. HVAC DUCTS LOCATED MULTI-STORY DWELLING, WCLUDING BASEMENT LEVELS. IN ELEGTRICAL SYSTEM AS REQUIRED TO PROVIDE THE (NEW) PATCHING OF WORK THAT MAY BE REQUIRED i0 MAKE ITS IN ATTIC SPACE SHALL BE PLACED AS CLOSE TO PERIMETER AS SPUT-LEYEI OR MULTI-LEVft FLOORS, A SMOKE DETKTOR SERVICE SHOWN (SCHEMATICALLY) ON THE DRAWINGS. PARTS FIT TOGE7HER PROPERLY AND SHALL NOT ENDANGER POSSIBLE SO AS NOT TO INTERFERE WITH USEABLE ATTIC SHALL BE INSTALLED ON THE UPPER LEVEL, OR ON BOTH LEVELS GENERAL NOTES� ANY OTHER WORK BY NTTING, EXCAVATION, OR STORAGE SPACE. IF THE LOWER LEVEI CONTAMS SLEEPING AREAS. WHERE THE ALL WORK SHALI COMPLY W� THE 2016 EDITION OF THE CA. OTHERWISE AUERING THE TOTAL WORK OR ANY PART OF 4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND IS CEILING HEIGHT OP A ROOM OPEN TO THE NALLWAY gUi�DING CODE AND ALL OTHER CODES AND REQUIREMENTS, IN IT. ALL PATCHING REPAIRING, AND REPLACING OF SHOWN FOR DESIGN INTENT ONLY. SERVING THE BEDROOMS EXCEEDS THAT OF THE HALIWAY BY THEIR MOST RECENT EDITION INCLUDING THE FOLLOWING MATERIALS AND SURFACES, CUT OR DAMAGE IN EXECUTION 5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED 24 WCHES, SMOKE DETECTORS SHAII BE INSTALLED IN THE 2016 CAIIFORNIA PLUMBING CODE OF WORK, SHALL BE DONE W/ APPLICABLE MATERIALS SO APPLIANCES BY GOMBUSTION AIR DUCTS PER (CMC) & CPC. HALLWAY AND IN THE ADJACENT ROOM. DETKTORS SHALI p016 CALIFORNIA MECHANICAL CODE THAT SURFACES REPLAGED WILI, UPON COMPLETION, VERIFY DUCT SIZE WITH MANUFACTURER'S SPECIFICATIONS. BE INSTALLED IN ACCORDANCE WITH APPROVED 2016 CAUFORNIA ELECiRICAL CODE MATCH SURROUNDING SIMILAR SURFACES. b. FURNACES OR BOILERS SHALL BE WSTALLED PER MANUFACTURER'S WSTRUCTIONS. WHEN THE VALUATION OF 2, THE INTENTION OF TNE CONSTRUCTION DOCUMENTS IS TO 1 8. ALL WORK SHALI BE SCHEDULED AND PERFORMED 50 MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE AN ADDITION OR REPAIR EXCEEDS $1,000.00, OR WHEN ONE �NCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACIL�TIES AND AS NOT TO DISTURB ANY OTHER TENANTS IN THE BUILDING. REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE (CMC) OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN AN 7RANSPORTATION NECESSARY POR A COMPLETE AND PROPER ANY WORK THAT WILL DISTURB ANOTHER TENANT, ABOVE 7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SHALL EXISTING DWELLING, THE ENT�RE DWELLING SHALL BE EXECUTION OF THE WORK IN AN ACCEPTABLE INDUSTRY'S OR BELOW, OR IN THE FIOOR , SHALL BE PERFORMED MOST BE LOCATED WITHIN 7HE UPPER AND LOWER 7 2 INCHES OF THE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED STANDARDS. CONTRACTOR IS TO OBTAIN ANY REQUIRED EXPEDITIOUSLY AND THE DISTURBED TENANT SHAL� HAVE ENCLOSURE. DUCTS SHALL BE SEPARATE AND SHALL NOT BE FOR NEW DWELLINGS. IN NEW CONSTRUCTION, REQUIRED pERMlTS FOR THIS OR HER WORK. FULL USE Of THE PREMISE. OBSTRUCTED. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER 3.THE MW. ACCEPTABLE QUALITY OF MATERIAlS, 74. ALL TRAOES SHALL FURNISH ALL LABOR, EQUIPMENT, 8. APPUANCES DESIGNED TO BE FIXED IN POSITION SHAIL BE FROM THE BUILDWG WIRING WHEN SUCH WIRING i$ SERVED yyORKMANSHIP, AND METHOD OF INSTALLATION SHALL MEET MAIERIALS, AND PERFORM ALL NECESSARY, INDICA7ED, SECURELY FASTENED W PLACE. SUPPORTS FOR APP�IANGES FROM A COMMERCIAL SOURCE AND SHAIL BE EQUIPPED WITH THE FOLLOWING CRITERION: CONFORM TO THE AMERICAN REASONABLY INFERRED OR REQUIRED BY ANY CODE W/ SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL A BATTERY BACKUP. THE DETECTOR $HALL EMIT A SIGNAL NAT�ONAL INSTITUTE STANDARDS WHERE SUCH STANDARD$ JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A AND HORIZONTAI lOADS AS REQUIRED BY CMC. WATER WHEN THE BATTERIES ARE LOW. WIRING SHALI BE EXISTS. COMPLETE AND PROPER PW�SHED JOB. ANY CUSTOMARY HEATERS TO BE SECURED WITH A MINIMUM OF 2 STRAPS, ONE PERMANENT AND WIiHOUT A DISCONNECTING SWITCH 4. CONTRACTOR SHALL PERFORM ALl ADDITIONAL ELECTRICAL, AND NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED EACH 10 8E LOfATED IN THE UPPER AND LOWER THIRD OF THE OTHER THAN THOSE REQUIRED FOR OVER CURRENT pLUMBING, AND FIRE PROTECTION WORK REQUIRED BY iHE AND REQUIRED TO COMPLETE PROPERLY THE WORK UNIT. PROTEGTION. SMOKE DETECTORS MAY BE SOLELY BATTERY gUILDING DEPARTMENT. OUTLMEp SHALL BE FURNISHED, EVEN IF NOT SPECIFICALLY 9. UNDERCUT ALL INTERIOR DOORS {AS APPROPRIATE) FOR AIR OPERATED WHEN INSTALLED IN EXISTING BUILDINGS, OR IN 5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION Of BID SHOWN ON THE DRAWINGS OR MEN710NED IN THE RETURN CIRCULATION TO VENTS, TYPICAL OF INTERIOR BUILDINGS WITHOUT COMMERCIAI POWER, OR IN BUILDINGS 70 REVIEW SCOPE OF WORK, DEMOLITION, ETC. SPECIPICATION. CONDITIONED SPACES. WHICH UNDERGO ALTERATION, REPAIRS, OR ADDITIONS 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL 20. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION 10. VER�FY ALL FIXTURE IOCATiONS WITH OWNER PRIOR TO REGULATED A$ OUTLINED ABOVE. DIMENSIONS AND EXISTING CONDITIONS PR�OR TO STARTING CLEAN-UP, DURING AND PINAL. INSTALLATION. 4. TELEPHONE OUT�ETS ?O BE PREWIRED BY SUBCONTRACTOR. y�ORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE 21. THE AMERICANS WITH DISABILITIES ART (ADAJ IS SUBIECT 11. AlL FIXTURES TO BE SELECTED (OR APPROVED) BY OWNER. CONTRACTOR TO COORDINATE AS REQUIRED. VERIFY DESIGNER FOR REVIEW. TO VARIOUS AND POSSIBLY CONTRADICTORY 1 2. EXHAUST FANS W LAUNDRY AND BATHROOMS MUST LOCATION OF ALL TELEPNONE OUTLET$ WITH OWNER PRIOR 7, DIMENSIONS ARE TO FACE OF FRAMING, UNLE55 OTHERWISE WTERPRETATIONS. THESE PlANS AND ANY ACCOMPANYING CONNECT DIRKTLY TO THE OUTSIDE AND PROVIDE A TO INSTALLATION. NOTED, (U.O.N.) SPECIFICATIONS ('PLANS") REPRESENT THE DESIGNER'S MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN VENTS 5. EIECTRiCAL OPENWGS (SWITCHES, RECEPTACLES, ETC.) ON g, DIMENSIONS NOTED QEAR (CLR.) ARE NOT ADJUSTABLE OPINION REGARDING ITS INTERPRETATION OF THE ADA AS IT MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY OPENINGS OPPOSITE SIDES OF FIRE RAiED WALLS SHALL BE MAWTAINED y�ITHOUi APPLIES TO THE SUBIECT PROJECT. IT IS NOT IN ANY WAY A INTO THE BUILDING AND BE PROVIDED WITH BACKDRAFT AT LEAST 24 INCHES APART. APPROVAL FROM THE DESIGNER. WARRANTY OR GUARANTEE THAT SAID PLANS COMPIY DAMPERS. 6. PER CEC, RECEPTACLE SPAC�NG SHALL NOT EXCEED 1 2 FEET 9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE WITH ANV OR ALL POSSBLE INTERPRETATIONS OF THE ADA 1 3. AT NEW FORCED AIR FURNACE WSTALLATIONS PROVIDE 3� MEASURED HORIZONTALLY ALONG THE WALL SOLELY AND COMPLETELY RESPONSIBLE POR GONDITIONS OF BY OTHERS. MIN. WORKING SPACE ALONG EACH SIDE (WITH A TOTAL OF 7, pER CEC, AT LEAST ONE WALL SWITCH-CONiROLLED THE JOB SITE INCLUDING SAPETY OP PERSONS AND PROPERTY. AT LEAST 1 2" ON BOTH SIDES COMBINED), BACK AND TOP OF �IGHTING OUT�ET SHALL BE INSTALLED IN EVERY HABITABLE � 0. CUTTING AND DEMOLITION SHALL BE DONE BY METHODS, FURNACE. ROOM; IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED yVHICH WIIL AND WILL NOT JEOPARDIZE STRUCTURAL 14. INSTALIATION INSTRUCfIONS FOR ALL USTED EQUIPMENT GARAGES, AND DETACHED GARAGES WITH ELECTRICAI ;NTEGRI?Y OF EXISTWG CONSTRUCTION AND WILL NOT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF POWER, AND OUTDOOR ENTRANCES OR EXITS. DAMAGE PORTIONS TO REMAIN. INSPECTION. 8. PER CEC, LIGHTING FIXTURES IOCATED WITHIN CLOTHES � �, CONTRACTORS SHALI REMOVE, CUT, CAP, AND REPAIR, AS PLUMBING NOTES: CLOSETS SHALL BE MOUNTED ON THE WALL ABOVE THE DOOR NECESSARY, ANY UTILITES. WCLUDING BUT NOT LIMITED TO: 1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TO OR ON TNE CEIIiNG. QEARANCES SHALL BE AS FOLLOWS: ELEQRICAL, MECHANICAL, PLUMBING, AND FIRE SPRINKLERS, INSTALLATION. A. SURFACE MOUNTED INCANDESCENT FlXTURES - 1 2° WHERE PARTITIONS ARE SCHEDULED FOR DEMOLITION OR ARE 2. ALL FIXTURES TO BE SELEQED AND (OR APPROVED) BY B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9. NO LONGER OPERATIONAL OR W SERVICE. ALl OTHER EXISTING OWNERS. E�ECTRICAL CONTRACTOR RESPONSIBLE POR PROVIDING UTILITES ARE 70 REMAIN fULLY OPERATIONAL. 3. ALL NEW WATER CLOSETS $HALL BE 1.28 GAILON/FLUSH NECESSARY TEMPORARY POWER. 1 2. �N GENERAL, THE OWNER RESERVES THE RIGHT TO RETAIN MAX�MUM. 10. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND ALL MATERIALS AND EQUIPMENT REMOVED FROM THE PRO)ECT. 4. NO DISHWASHER MA�NINE SHALL BE DIRECTLY CONNECTED SWITCHES WITH OWNER PRIOR TO INSTAILATiON OF ROUGH ANY ITEMS OR MATERIAI NOT DESIRED BY THE OWNER ARE TO TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE ELECTRICAL. BE REMOVED FROM THE SITE BY THE CONTRACTOR AT USE OF AN APPROVED AIR GAP FlTTING ON THE DISCHARGE 11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED AND CONTRACTOR'S EXPENSE. StDE OF THE DISHWASHWG MACHINE. IISTED AIR-GAPS SHALL PURCHASED BY OWNER. VERIFY EXAQ LOCATIONS WITH 1 3.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST BE INSTALLED WITH THE FLOOD LEVEL MARKING AT OR ABOVE OWNER PRIOR TO INSTALLATION. PROTECTION AND/OR BARRICADING REQUIRED TO PROTECT FLOOD LEVEL OF SINK OR DRAWBOARD, WHICHEVER I$ HIGHER ADIACENT SPACES AND EXISTING FINISHES. CONTRACTOR OS 5. (E) 50 GALLON GAS WATER HEATER OR OPTION FOR RESPONSIBLE TO REPAIR ANY DAMAGES CAUSED BY ON-DEMAND SYSTEM, CONFIRM WITH OWNER, CONTRACTOR OR THEIR SUB-GONTRACTORS. RECIPROCATING PUMP AS OPTION. S N a mq:m ��,,, „ H E-� W W � � zz H H Ca Z � Z H � � oa a O � I N � O 1 � O � 2 a � V9s'> ::;,�iEi S�oTNG_. =k;�;� �_� �:.�, ., ea�,;: ;i=_.�.�;i�.;.r.��., � ,_a... c.:�ro�.cr_cee-�;i.cc�a / I v �� I� u� aa.Kaow PaEvcr+rioH nss�e�cs uusr ec nvaRovEc er r,ac unrvEasm or sourrvcau GYIfORn�u, (L'SC) ANO lESTED 9Y A SnN MATEO CCUNtt CER'IFlEJ 'E51ER 9EF�RE PPPRJV,LL �� o� rNc wat[a ss-eu. sc� nre sqN uar� counir wEa sre roa a aaarto usr or I cwnri[o �s'�a's nr Hrrc://s.+�cn�iv.aec/noo�/aze. � r�cr�ouA� iNroRunnoN or+ �'�, USC P�ORWE� DENCES PLEASE GiL iYE WAiER JIVISiON AT (fi5�) 556-]6]0. PLEASE 'i IXIMPLETf TNE "WAiER �EMnNO WORKSHEET' roR DE'ERY�NING THF WA�9 $ERVICE ANC NE(ER " SIZE. lHE WORifSHFET IS AVNIkBLE AT THE BUILDING �JEPqRiMEFT CR ^.N �VE C1�1' Of I �UR�INGAME WEB SIiE Ai H�'.//NXW.6URt14CAME.ORG/INOIX.ASG%?PAGE=`25. 6 DOMESTIC . aouaess-. 13i6 DRAKE AVE. � i0 IRRIGATION SVSTEM MOSE BIB WITH i�CKFLOW PREVEMION VACUJM BREAKER ASSEMBLv ttPf: BP�ND' P9ESSURE REOUCINC �E�-M'�_-_.___. VPLVE (IF NEEaEO) Mo SIZE: HOUSE VALVE SEE NOTE t0 FIRE S1SEM 9FCNGLOW PREVENtION ASSEMBLv ttPE: DOUBLE CHECK aaeuo: uoon q METER SIZE'.__ CUSTOMER SERViCE SIZE i0 BU4CiNG:- P51 CIT' PRf55uRE GIftE PLWS SUPEftSE�ES iM5 SENVICE MATERNL ttPE:_ SERVICE SIZE TO WA?ER METER'. WATER MEIER SIZE'. �9 L ��FEMQJE OOUB�E CHELK VALVE HRNDLES A4� SIORE ..ry SPaRE Y.EAp BO% fYPICAI RFBOENiYLL WA7ER BERYICE 0lTAL (IMTN Frt1E BYSTEM� e• ro io� c•a M�A�sn e-+e wnha SEE �+OTE 5 1� u+ BOx w/ �m5*v 1rev,oma uo n,ea-r S:E NOIE B� ME*ER NWUISNED BY Cliv 400ifY WSiWEP 1. we m ' . .ccouuoo.rz F IX£AMNCE 18' MIN. G NOWI��Eni Fp! �e' u E H Mnk%. ` RaD1�5 G IfEM U. MAiEA�pLS � OA GOF�WLIIIE IRON PoPE - USE �WBLE SRVAP BflM2E SEANG£ SAOOLE, NUELEF BR 2 B; OB - �' CC IHREa� SA�pIE. MUELLER N-1]000 SERIES. � f' COR('0 AP110N 5 aV�. Nt1E1lER H-15006 Op 1' COPPER iL91NG. TTPE K, CONGORNING WI. AN9 H23. OE 1' ANGI£ AIfT[P S�OP. MUELLER H-�4258. TM OF NEiER COUPlINGS. LIUELLEP M-1pB)1 (SPUD). OG MEiER ADAPTORS fOR NEiER SIZES LE55 RiAN 1"-FORO-A26-NL. ON -e" Cf 3/B' (10mm) ROCK UN�ER 0.55EMBLT NOlES. 1 1. ALL i1TiINCS, N9�NC, VALKS. ETC. ARE ONE INCH UN-:rSS OMERWIY SHOVM. � SPECiFICAl1.Y�GEFM�IED PERuIitE� ON PRIVAtE PROPEF'ry BT Cltt CONiRACTORS, IINLE55 1 Exf�OSEo PiaMG SMALL BE COPPEF OR BRASS q.'Lv. 6. iNU MEtEF ADMTORS MLL BE REWIRED qi 3/!" 4EiER5 TO FROYiOE �OR A 1' MEiER lAY l£NC�N_ 5. .WCLENS'OP AN tOP 0� 4EiEF �BO% LiDPP� M�SNMGRAJEE 4WIF�Y�NSiONER 90E LO �CYAIMODAiE 0.E�RANCF REWIR.9/ENT. 6. FRONT EDGE OF NETER 80X LO 9E PLACEJ �GAINST RE�F OF CUR9 UNLE55 RiERE i5 SIDEWALN ADJACEN! ?0 P£AP CF CIIRB. T1EH PIAt£ FRONL E�GE OG MEIER 80% 4GAINST FEAR aG 50EWA11(. eYi oEOIJnyHrtdReutwo v 2at -t�e0 � --- �- -- �� : -- - a. o a,�- -��, o� a. �� o�, TYPICAL WATER SERVICE DETAILS PCR CITY STANDA2DS TYVICAI.t•BERVICECONNEGTION . o�ic oanMrcva. 20�] W-tl]8 JAN �� - �� . _ .� ME E� �� ,�z �-��-�.�.� .� ,. Scale: NA A CONDITION OF iHIS PROIECT APPROVAL IS THAT THE DEMOLITION GERMIT WILL NOT BE ISSUED AND NO WORK CAN BE BEGW (INCLUDING THE REMOVAL OF ANY BUILDING COMPONENiS) UNTIL A BUILDING PERMIT HAS BEEN ISSUED FOR THE PROJEGT. THE PROPERTY OWNER IS RESPON518LE FOR ASSURING THAT NO WORK IS AUTHOR�ZED OR PERFORMED. OCCUPANCY NOTE: CERTIFlCATE OF OCGUPANCY WILL BE RESONDED ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCNPANCY Wllt BE ISSUED AFTER THE PROIECT HAS BEEN FINAL NO OCCUPANCY OF THE BUILDING IT TO OGCUR UNTII A NEW CERTIFICATE OF OCNPANCY HAS BEEN ISSUED. FUTURE PUBLIC WORKS NOTES 2 Scale: NA CN form¢ one ��F'.S'�iv ■ Pi,A� N y0 I�-� � s. � C � � N O � ri U O � � � � � ri � � � � U a ri x G � ro ro � Q � �1 .i �� (n S1 � � � i� � i �Q GN Shee� Scale: See Details FP, 5 SQ.FT ' � � FLOOR AREA CALC. , (FIRST FLOOR) Scale: I/4" = 1'-0" FAR FLOOR AREA CALC. 2 (SECOND FLOOR) Scale: 1/4" = I'-0" AR DETAILS APN = 026-062-180 LOT SIZE: 6,000 SQ_FT. PAR =(LOT SIZE X.32) « 1,100 = MAX LOT COVER4GE _ (6,000 X .32) + 1,100 = 3,020.00 SQ.FT. ' 100 SQ.FT. ALLOWED FOR COVERED PORCH "400 SQ.FT. ALLOWED FOR DETACHED GARAGE �OT COVERAGE = LOT SIZE X.40 = MAX LOT = 8,000 X.40 = 2,400.00 SQ. FT. COMPLETE FAR FAR LOT COVERAGE IOCATION 5�. FT.: SQ. FT.: �✓narcs. � A. 1.5n3 t 5a3 �� FP. - 5 FIREPLACE — . —_...._"' CP. 85 '1WSa.Ff.ALLOWEOFORCAVEREDPORCH y � B, 1 4l6 O— —_ "__ O 0 Z GR. _ _ 396 •�CpOSa.FT.ALLOM/EDFOROETNCMEDGARRGE � a � c� 3,019 3,020 MAX ALLOWABLE Sa. FT. FAR TOTAL SQ.FT. '100 SGFT. ALLOWED FOR COVERED PORGH "400 SG.FT. ALLOWEO POR OETACHED GARAGE LOT COVERAGE TOTAI z'029 2,400 MAX ALLOWABLE LOT COVERAGE SQ.FT. . . - 3 . .. .. . ,. ■ �� _J GR. 396 SQ.FT. r __� I I I I I I i i i li � I i '� �- �- �- s- � FLOOR AREA CALC. (GARAGE) Scale: 1/4"=L'-0" FAk u' N Q N C 0 � � N � s�� a o � � a � ,,, ,, u U � Q rc. rc � � ,_.�=,o.� C� H E-� W W � � C7 C� ii. `� H H Q � �l 2 '[i° � ��-1 ;; aa a 0 � � N � O I � N O � Z a <. t.,�m ., �' - ::F=F 5Fc:1;:: "v:V:��.'= ft;i _ o:'.� � E� -m.... ::I��x FC.�Z^A�`:E CE S I:,:I. �O.0 /�I1 v I� form¢ one ,F,� T�n ■ c, z;��aT�r, C O .� � U � U O O w b � 0 a � E- 0 N � U O � � � � � � � � U N N � x � o `s�° � � o a � � � � � rorm> � c� � a1 FAR Sheet Scale: SeeDetails i� F JOB: 7407-19 DWG: 7407-FIN BY: EM 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 (558-7330) 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 4.10G.3 5. (N) A/C EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60 DBA DAYTIME (7AM-10PM OR DBA NIGHTTIME (�0 PM-7 AM) AS MEASURED FROM THE PROPERTY LWE. PER BURLMGAME MUNICIPAL ZONING CODE 25.58.050. 6. WHERE THE PROPERTY LWE IS LESS THAN �0 FEET FROM THE EXISTWG TERMINAL OF ANY NEWLY INSTALI.ED OR REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT THE PIPE SIZE OF THE FINAL 10 FEET OF ANY TERMINAL MUST BE INCREASED TO 31NCHE5 OR, AS AN ALTERNATIVE, MANUFACTURER- APPROVED BNFFLES MUST BE INSTALLED. (ORD. '1856 § 7, (2010); ORD. 1889 §, (2013) 7. IF GRADING PERMIT IS REQUIRED. IT WILL BE OBTAWED FROM THE DEPARTMENT OF PUBLIC WORKS. 1 PROTECT ALL STREET TREES DURING CONSTRUCTION � 1. A REMOVE/REPLACE UTILITES ENCHROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER. DR WEWAY AND SIDEWALK FRONTING SITE (2) PLUG A�L EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) � ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LWE ARE � TO BE INSTALLED PER =CITY STANDARD PROCEDURES AND SPECIRCATION. (4) AND � OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF WAY. . 2. GRADING PERMIT, IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 1. DIRECT ROOF RUNOFF INTO GSTERNS OR RAIN BARRELS AND USE RAINWATER FOR IRRIGATION OR OTHER NON-POTABLE USE. 2. DIRECT RUNOFF FROM SIDEWALKS. WALKWAYS, ANDIOR PATIOS ONTO VEGETATED AREAS. 3. DIRECT RUNOFF FROM DRNEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS 4. CONSTRUCT SIDEWALKS, WALKWAYS ANDIOR PATIOS WITH PERMEABLE SURFACES. 5. USE MICOR-0ETENTION, WCLUDING DISTRIBUTED IANDSCAPE-BASED DETENTION. 6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO THE NATURAL TOPOGRAPHY. 7. MFRK ON SITE INLETS WITH THE WORDS "NO DUMPINGI FLOWS TO BAY" OR EQUNALENT. &(A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTHNT, DROUGFiT-TOLERANT. ANDIOR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTiCIDES AND QUICK -RELEASE FERTILIZERS. 9. DESIGN FOR DISCHARGE OF RRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEVJER '10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS ARE ESTABUSHED. 1�. DELINEATE WITH RELD MARKERS THE FOLLOWING AREAS�. CLEARING LIMITS. EASEMENTS, SETBACKS. SENSITIVE OR CRITICAL AREAS.BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES. 12. PROVIDE NOTES, SPEGFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING (A) CONSTRUCTION, OPEftATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS. INCLUDE INSPECTION FREQUENCY�, (B) METHODS AND SCHEDULE FOR GRADING. EXCAVATION. FILLING, CLEHRING OF VEGETATION . AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C) SPECIRCATIONS FOR VEGETATNE COVER & MULCH, INCWDE METHODS AND SCHEDULES FOR PLANTW G 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 DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS. SOCKS, FIBER ROLLS OR RLTERS) 16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS. EARTHEN DIKES OR BERMS. SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC. 17. DNERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SITE (EG 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 APPRQPRIATE. 19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. 20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA NMERE WASHWATER IS CONTAINED AND TREATED. 2t STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALSlWASTES 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 POLWTANTS. INCWDING PAVEMENT CUTTINGWASTES.PAINTS.CONCRETE, PETRO�EUM PRODUCTS.CHEMICALS,WASHWATEROR SEDIMENTS. RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES. L 0 T 1 0 FOUND 3/4" IRON PIPE W/ PlASTIC PWG AND TACK "RCE 20858 KAYANAGH" (NO RECORD) � � L E Y rsiue�MAc ��., � -ss � ss 5� 55 � ss- _oH � Si � ai a - .s w000 FENCE 0 � I��)GR0.VEL65TONE 3' O �IRE PIT ADJACENT GARAGE � (N15FWERLATERNLCLEANOUT ALL EXiSTING SANiiARY SEWeH RAL CONNECTbNS TO BE PLUGGED !Nl d' �AIERAL TO BE ( EMO�V INSTqILEC �R G \ c c \\ �REmovE) 9R \ c C 'i gcRemovE� 8R L O 1 L �� ( nSLNE F e rea oa aenR s �ess 5' FROt1 i"E P R I4EW',LLBEB' . EM1OJR �RE�RATEDCO � t N z scecrna�eresodio)goR zo scac rne�Eeaz 'w+,� wr:� (REMOVE�71 �N�G0.5MFTEP OVE) tR (N�OVERHENOE ECT LNETONOUSE (N1200AMP_ELECi METER 1N�6'RE�WO pGAT[TOqEA VARO- (N) 24%24 SIEPPING STONE� GANf1 9ASF. TYP. N)FFEhNDtM1 ER ESALLY E - �N�coNNEc o cr � � E. M4NSFORSERVC FRE-�E E TO 9E NS' ' LED. EH C TV S ANDARD P OCEOl1RE5NNDSPECIFICA'IOM1.NN� ANYOTHER U. 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'. , .��lll... - " ' ' �FIRFR�f�`- ��. �� , � \ � �, 22,_ i . i I�.>„s �I � � � i{ F� �u 7 �j �� = �� ; ' � ;� i 4 . - p-�«•�'� .._ ��: a�� .i.. . � �� ar '),,,;�`--^7--_- � r--,. � � .; � �� . � - �� 1� � � S55 � ��-W a � � �. � � ��"; � f� �� A � i� i rv-r � � , `�� . i"r � ; � �� , i ' i `�� .. .1 i � I�,. . h , � ��- ��o �ood ��,�� y 7 . �; . � �� I A� }. p.E , . -. � . .�.-.- SI A�K _ � � (REMOVE APRON,/ - �'-iF.=_ Y1R'�._ 1 � iP � �1 n.,ur.•- � ._ .... !N) PERMEPBLE CONC. aavERs j11R L 0 T 2 5 IN] NOrv-FR �iI BEPRiNG iF'cE5 SEE SHEET _t 0 IN� 6' REUWOOD FENCE (HAPPY NE GNBOR DESIGN) (N; DR�VEWAY GATE (N) 6Xfi 51 EEL P0.ST ANRON �e� oaivewav naaoe ro ae � H 1 ENEO TO ACGOMIpPiE TC TME NEE� TOONLY SERViCE ONE �RiVEWAv FOUN� MAG NAIL W/ 1.5" ALUMINUM WASHER "RCE 20858" SD SD $D c�� a�� Wi a WASHER ' - - -�ALLCURB.GUTTER,DRIVEWAYNNCSI�EWALK FOUND FRONTiNc sirE ro eE REatncEo. aiaNnNc MAG&SHINER .�M STRIP TO 8E EXPANDED TO AGCAMIOATE NEW -TREE PROTECTI,^iN STREE? TREES AS A RESULI NEW SI�E VJHLN i0 SE� BE EXPAN�E�?O HCCOMMO��(E HS WE�L MA SNINER PERnaBoalsr pcppql iN1�RNEWAY aPRON (2� (N) FCER RUBRUM STREET SiORM ORAIN MANHIXE TREEE RIM EIEV � � --� �, Su 50- C 5D SD .. .. O . .. SD 5o so 5c D R PA K E A V E N U E (50' R/W) PROPOSED SITE PLAN Scale: I"-- 10'-0" 1 A I .0 �("' �� form+ one .,i ■ �,, f..-i., 1. PRDTECT ALL EX�STING 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 (559-7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT. 3. WATER CONSERVATION W L4NDSCAPE ORDINANCE NOT REQUIRED SWCE LANDSCAPE VJILL NOT BE REHABILITATED AS NOTED ON PLANS. 4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMP�EMENTED, TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC 4.9062 & CGC 4.106.3 5. (N) A/C EQUIPMENT SHAL� NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60 DBA DAYTIME (7AM-"IOPM OR DBA NIGHTTIME (90 PM-7 AM) AS MEASURED FROM THE PROPERTY LINE. PER BURLINGAME MUNICIPAL ZONING CODE 25.58.050. 6. WHERE THE PROPERTY LWE IS LESS THAN 10 FEET FROM THE EXISTWG TERMINAL OF ANY NEWLY INSTALLED OR REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT THE PIPE SIZE OF THE RNAL �0 FEET OF ANY TERMINAL MUST BE INCREASED TO 31NCHES OR, AS AN ALTERNATNE, MANUFACTURER- APPROVED BAFFLES MUST BE INSTALLED. (ORD- 1856 § 7, (20�0)�, ORD. 1889 §, (2013) 7. IF GRADING PERMIT IS REQUIRED, IT WILL BE OBTAW ED FROM THE DEPARTMENT OP PUB�IC WORKS. 1. PROTECT ALL STREET TREES DURING CONSTRUCTION 9. A REMOVE/REPIACE UTILITES ENCHROACHMENT PERMIT IS F.EQUIRED TO (1) REPLACE ALL CURB. GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERA� CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LWE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LWE ARE TO BE INSTALLED PER =CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-0F WAY. 2. GRADING PERMIT. IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 1 DIRECT ROOF RUNOFF INTO CISTERNS OR RAW BARRELS AND USE RAINWATER FOR IRRIGATION OR OTHER NON-POTABLE USE. 2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, ANDIOR PATIOS ONTO VEGETATED AREAS. 3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKMG LOTS ONTO VEGETATED AREAS. 4. CONSTRUCT SIDEWALKS. WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES. 5. USE MICOR-0ETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION. 6. PROTECT SENSITIVE AREAS, INCWDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO THE NATURAL TOPOGRAPHY. 7. MARK ON SITE WLETS WITH THE WORDS "NO DUMPWGI FLOWS TO BAY" OR EQUIVALENT. 8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DNERSE SPECIES APPROPRIATE TO THE SITE. WCLUDE PLANTS THAT ARE PEST- AND%OR DISEASE-RESISTANT, DROUGHT-TOLERANT. ANDiOR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. 9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER. 10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS ARE ESTABLISHED. �"I. DELWEATE WITH REID MARKERS THE FOLLOWING AREAS: CLEARING I.IMiTS, EASEMENTS, SETBACK$ SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAMED. DRAWAGE COURSES. 12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING. (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS. INCLUDE INSPECTION FREQUENCY�, (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL (C) SPECIRCATIONS FOR VEGETATIVE COVER & MULCH, INC�UDE METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION 13. PERFORM C�EARING AND EAR7H 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 DRAIN W�ETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (EG. BERMS, SOCKS, FIBER ROLLS OR FILTERS) 16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BERMS, SILT FENCES. CHECK DAMS, COMPOST BLANKETS OR JUTE MATS. COVERS FOR SOIL STOCK PI�ES, ETC. 17. DNERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SRE (E.G SWALES AND DIKES) 18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING VEGETATNE BUFFER STR�PS, SEDIMENT BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE. 19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. 20. NO CLEANWG, FUELING OR MAINTAINWG VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHERE WASHWATER IS CONTAINED AND TREATED. 2'I. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONTACT WITH STORMWATER. 22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE CONSTRUCTION BMP'S. 23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUD�NG PAVEMENT CUTTWGWASTES,PAINTS,CONCRETE. PETRO�EUM PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS. RINSE WATER FROM ARCHITECTURAL COPPER. AND NON-STORMWATER DISCHARGES TO STORM DRAWS AN� WATERCOURSES. L 0 T 1 0 FOUND 3/4" IRON PIPE W� PLASTIC PLUG AND TACK 'RCE 20858 KAVANAGH" (NO RECORO) FOUND IAAG NAIL W/ 1.5' ALUMINUM WASHER _� � � 'ftCE 208�58" MAG NAIL W/ LUMINUM WASHER :ONTROL' � � � FH -�06 �'Pc L 0 T FOUND 3/4' IRON PIPE W/ PLASTIC PLUG AND TACK "l5 7551" (NO RECORD) D R A K E (50' R/W) PROPOSED DRAINAGE PLAN sraw� onuH MnnHac au ¢Ev - ...0 ..Sp Sp ..0. .5p' �'p0 ' E N U E Scale: I"- 10'-U" I I L V I I Z AI.I ��+� � � form+ one 0� A L L E Y SE7 �/ HUBkMAC � � � 0 ******COMPLETED AT BUILDING SUBMITTAL TIME****** � 2019 CALIFORNIA GREEN BUILDING CODE Green Building Measure Plan Sheet, Green Building Measure Plan 5heet, And details BURLINGAME RESIDENTIAL CHECKLIST � And details �', --- --_-___-_._------___-_.__.______._----_._______-_- -- - -_- ��`" "•"' "' , Duct insulation minimum (R 6) reqwred. 2019 CEC §150.0 (m) 5 ', Where resilient flooring is installed, at least 80%ofthe floor area receiving resilient flooring will New residential buildrnas must be designed to indude the Green Building I Duct leakage testing: 5%wrch air handler. --- --- -- 2019 CEC §150.0 (m) 11 -- I tomply with the Califomia Green Building Code requirements. 2019CGC 44.504.4 Mandato Measures s ecr �ed in this checklist. These Green Buildin I� Water heating: 120 volt, 20 Amp receptacle < 3 ft., Cat III or IV vent, condensate drain, i Hardwood plywood, particleboard, and medium density fiberboard composite wood products rY P f 9 shall comply with the low formaldehyde emission standards. 2019 CGC §4.504.5 I and gas supply line capacity of at least 200,000 Btu / hour. 2019 CEC §150A (n) --- MOndatory Me05ure5 OISo opply to Oddition5 Or o(terotiDnS 0{exi5tinq fe5identidl buildinq5 INTERIOR MOISTURE CONTROL (2019 CGC §4.505) ! Third-party HERS verification for ventilation and indoor air quality. 2019 CEC 4150.0 (o) ---.-- whichincreosethebuildrng'sconditionedareo,volume,Of51Z2. TheS2�2qU1121'Y12f1t5dpply Acapillarybreakwillbeinstalledifaslabongradefoundationsystemisused. 2019CGC§4.505.2 i Maximum U-factor (0.58) for fenestration and skylights. 2019 CEC §150A (q) o/)ly to th2 SpBCifi[ orep Of OdditlOn Of plt2�Otlol1. 2019 CGC §301.1.1 ' INDOOR WATER USE (2019 CGC §4.3) Building materials with visible signs of water damage will not be installed. Wall and floor framing will not be en[losed when the framing members exceed 19%moisture content. � The effective flush volume of water closets will not exceed 118 gal / flush. 2019 CGC §43031.1 ! Moisture content will be verified priorto finish material being applied. Replace wet insulation P2frTllt NUfTli72f: Pf0�2Ct Addf255: 1336 DRAKE For dual flush toilets averege two reduced flushes with one full flush. J products, or allow to dry before enclosure___ _ _ __. ._ 2019 CGC 44.505.3 __ _ The effective Flush volume of urinals will not exceed 0125 al flush. 2019 CGC 43031.2 - ----�--�- ---- g� § INOOOR AtR QUALITY AND EXHAUST (2019 CGC §4.506) Maximum flow rate for showers shall 6e 1.8 GPM at 80 si. 2019 CGC 4.303.1. ---- Specify which sheet Includes the Measure, and add specific details listing ' P § 3 I Exhaust fans that are ENERGY STAR compliant, ducted and that terminate outside the building Maximum flow rate for lavatory faucets shall be 1.2 GPM, at 60 psi. 2019 CGC §4.303.1.4.1 where the measure is located on that page. Include exact code sections on plans. w�ii be Provided �r, e�ery bathroom (bacnc�b, shower, or shower/tu6 combo).2019 CGC 44.506.1 Maximum flow rate for kitchen faucets shall be 1.8 GPM, at 60 psi. Can temporarily increase to i 2.2 GPM, but must default back to maximum flow rete of 1.8 GPM 2019 CGC 44.3031.4.4 Unless functioning as a component of a whole-house ventilation system, fans must be Green Buildin Measure PIBn Sh22t, ' OUTDOOR WATER USE (2019 CGC 44.4) I� controlled by a humidity control. 2019 CGC §4.506.1 � ENVIRONMENTAI COMfORT (2019 CGC §4.507) And details Residential developments shall submit a California Department of Water Resources' Model Water Use Efficient Landscape (MWELO� checklist. 2019CGC §4.304.1 The heating and air-conditioning system will be sized, designed and have their equipment SITE DEVELOPMENT (2019 CGC §4.106) - - -- - - -- -- g g / -- --- --- --- j selected usin the followin methods: Heat Loss Heat Gain values in accordance with - ENHANCED DURABILITY AND REDUCED MAINTENANCE (2019 CGC §4.406) Projects that disturb less than less than one acre shall developand implement a plan to manage - -- ---- -- -- - ANSIJACCA 2 Manual 1-2016 or equal; Duct systems are sized according to ANSI/ACCA 1, Manual � Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at stormwaterdrainage DURING CONSTRUCTION. A BMP page issufficient. 2019 CGC §4.106.2 I D-2016 or equivalent; Seled heating and cooling equipment in accordance with AN51/ACCA 3, exterior walls, shall be protected against the passage of rodents by closing such openings with Plans shall indicate how Grading and Paving will prevent surface water flows from entering Manual 5-2014 or equivalent. 2019 CGC 44.507 buildin s. Exce tion: Pro ects that do not alterthe draina e ath. 71J19CGC §4.1063 cement mortar, concrete masonry, or similar method acceptableto the enforcing agency. B P ) B P I INSTALLER ANO SPECIAL INSPECTOR QUAUFICATION (2019 CGC §702) Electric Vehicle EV Char in , arkin s aces: com I with relevant sections. 2019 CGC §4.106A , 2019 CGC §4.4061 _ (� g g P g P P Y i CONSTRUCTION WASTE MANAGEMENT (2019 CGC §4.408) HVAC system installers will be trained and certified in the proper installation of HVAC ENERGY EFFlCIENCY ; Recycle and/or salvage a minimum 65%ofthe non-hazardous construction and demolitionwaste. systems and equipment by a recognized training/certification program. 2019 CGC §702.1 (2019 CGC and the 2019 Catifornia Building Energy E�cieoty Standards) i This is not applicable to soil and land clearing debris. z019 CGC §4.408 When required by the enforcing agency, shall employ Special Inspectors 2019 CG §702.2 � . __ .. .. . .. .. ._-.-_- --.__ ' --------_ _ __ __ _ - --__ ___ ____ ___---- --- _ .____ VERIFItATION 2014 CGC §703 i 2019 Energy Code performance (T-24) compliance documentation must be provided in BUILDING MAINTENANCE AND pPERATION (2019 CGC §4.410) t ) ____. __ _ 8-i/2" X 11" format, and must be replicated on the plans. 2019 CEC 4150.1 �b) An operation and maintenance manual will be provided at final inspection. 2019CGC §4.410.1 Uponrequest, verificationofcompliancewiththiscodemayincludeconstrudiondocuments, plans, BUILDING ENVELOPE INSULATION, climate zone 3, Table 150.1-A, and B: For buildings with more than 4 multi-fami�y units provide for recycling. 2019 CGC 44.410.2 specifications, builderor installercertification, inspection reports, orothermethodsacceptableto Below Roof Deck, No Insulation is re uired. Not Re uired FIREPLACES (2014 CGC §4.503 the Building Diwsion that will show substantial conformance with the 2019 Code requirements. ------- -- q ---- - q ----- --- �-�---�-" - ' 2019 CGC §7031 An installed asfire laceswillbedirect-ventsealed-combustiblet e. 2019CGC 4.503.1 Ceiling Insulation, Minimum R-30lnsulation Required. 1' g P � Yp § � ._ . _.___. ____ ___ _ .____._. ____. _____ __._ ____-_-_. ---- Any installed woodstove or pellet stove shall comply with U.S EPA NSPS emission limits. Respansible Designer's Deelaration Statement Contractor's Declaration Statement Radiant Barrier, Required, per Sectio� 110_8(j) and Reference Residential Appendix RA4. -- --------- ---- ---- ---- ------------.---- POLLUTANT CONTROL (2019 CGC §4.504j I hereb cerci th Walls, Above or Below Grade, meet standards in Table 150.1-A, or B. � y fy at this project has been designed to 1 hereby certify, as the builder or installer, under permit Floors, Slab perimeter NR, Raised R-19, Concrete Raised U Factor 0.269. At the time of rough installation, during storage on the construction site, and until final startup i meet the requireme�ts of the 2019 Green Building Ilsted herein, that this project wlil be constructed to of the HVAC equipment, all duct and other related airdistribution components openingswill6e � Code. meet the requirements of the 2019 Green Building Code. Quality Insulation Installation �nspection (QII) is Required by a third party_ covered with ta e, lastic, sheet metals, or other methods acce table to the enforcin a enc ------ --- --- ----- p P P B 6 Y I Name: TIM RADUENZ-FORM+ONE Name: Hot water piping insulation required: 3/4 inch or larger. 2019 CEC §150A (j) 2 A i, ii, iii to reduce the amount of water, dust, or debris that may enter the system. 2019 CGC §4.504.1 ---- - --- --- --.. . .----- ---- ------ Li htin luminaires shall meet the re uirements in Table 150.0-A, 2019 CEC g150.0 k Address: Address: __B_ . B_________._.___ ____._____. 9______ ___ __� ) ____.___ Adhesives, sealants, and caulks used on the project shall follow local and regional air pollution 4843 SIL,VER SPRINGS DRIVE �, Fenestration Maximum U-factor 0.30. No SHGC r ir m nt. Table 150.1-A and B equ e e , or air qua�ity management district standards. 2019CGC §4.504.21 ______ City/State/Zip Code PARK CITY, UT 84098 City/State/Zip Code rMaximum Total Area, 20%, no maximum for West Facing Area Table 150.1-A, and B , Paints and coatings will comply with VOC limits. 2019CGC §4.504.2.2 ---------- - --- Door Maximum U-factor 0.20. Table 150.1-A, and B Aerosol paints and coatings will meet the Product-weighted MIR limits for ROC, and comply with Signature: Signature: - -------------------------- --- ----- ---___ Whole House Fan, none required in climate zone 3. Table 150.1-A, and B percent VOC by weight of product limits, Regulation S, Rule 49. Z(ri9CGC §4.504.23 Date: 02/27/2020 Date: PV: new low-rise residential only, per equation 150.1-C, Annual Photo Voltaic Output Documentation shall verify compliance for VOC finish materials. 2019 CGC §4.504.2.4 Carpet systems will meet CALGREEN testing and produd requirements. 2019 CGC §4.504.3 2 3 a r 0 � � � ,. > � � -- a o � � � a u " u N J x =��a E i E� wW �� zz H H a �H � a co a 0 � � I N O i �, � N �, ,� � Z < , ,,.� �� d L'_ PZI C ��_+I�'E 7 trS " ..-�.ia:l: .Rt.acGFv'�I:B�°s'=�Ii.C�? �� form� one ncerr_n� . nr.nnrn?rnrr_ � � � �. v � U H 0 � � U O � N �' N � � � N FC � � U C4 � N � � X � � � ro o �, ts � o � � � �� M � �0 M � Ur � P� CG Sheet Scale: SeeDetails a ,� rt 0 S;1�J MIATEO CpUNTY1�}i0E Water Pollution Prevention Progra m Clean Water. Nea�thy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best managemen� practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non-Huardous Materials ❑ Bcmi and co�er stockpilcs of sand, dirt or odicr construcrion matcrial wid� tarps ��hen rain is forecast or if not acticel} being uscd ��itliui l4 days. ❑ Usc (but dou't o��eruse) rcclaimod water for dust control. H;u-.ardous Matcrials ❑ Label all hazardous materials and hazardous �{astes (such as pcsticides, paurts, thinners, soh�ents, fucl, oil, and antifreeze) in accordance wiLh cit}. county, state and fedenl regulations. ❑ Storc hazardous matcrials and wastes iii watcr tight containers, sYore in appropriate secondap contaitunent, and cover them at the end o£ every work day or during wet weather or ��hen rain is forecast. ❑ Follow manufacturcr's application uistructiais for hazardous inaterials and be careful not to use more than necessan. Do not applp chemica]s ouldoors when rain is Corecast �vithin�24 hours. ❑ Arr3ngc for appropriatc disposAl of all hazardous wastes. Waste �Ianagement ❑ Co�cr waste disposal containers securcl} ��ith tatps at the end of eren �vork day' and dunng wet Neather. ❑ Check waste disposal containers frequently for leaks and to inake surc thcy are nol overfilled. Ncvcr hose do�vn a dumpster on the conslniclion sitc. ❑ Cle�n or replace portable toilets, and inspect Uiern tiequenth I'or leaks and spills. ❑ Dispose of all wastes and debns properly. Recycle materials and wasies that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, ete.) ❑ Dispose of liquid residues from paints, thinuers, solvents, glues, and cleaning $uids as hazardous waste. Construction Entrances and Perimeter U Establish arid rnaintain cffcctive perimctcr controls and stabilizc all construction entranecs aud exits to sufficicntly control erosion �md sedi�ucnt discharges from site and tracking off site. ❑ SNecp or racuum auy slrect tracking immediatelv asid securc sediment source to prc� cnt further tracking, Never iiose do« n streets to clean up tracking. Equipment Management & Spill Control ��' �.. �_ - �v'; ' � � Maintenxnce and Parking ❑ Desi�iate an area, Htted H�ith appcopriatc BMPs, for cehicle and equipmenl parking and storage. ❑ Perfonn major maintenance, repairjobs. and � eliicle and equipmenY washing oti site. ❑ If rcfueling or vehicle maintenuice nmst be donc onsitc, work ni a bcnncd arca awap from stonn drains and over a drip pan or drop cloths big enough to collect fluids. Recvcle or dispose of fluids as hazardous waste. ❑ I� �chicle or equipment cleaning must be done onsite, clean N ith water oub in a bermed area that �� ill not allow rinsc water to run into gurters, streets, stonn draius, or surface waters. ❑ Do no[ cican cehicic or cquipment onsitc using soaps. sohents, degreasers, or steam cleaning equipment. Spill Pre�ention and Control ❑ Keep spill cleanup materials (e.g., ra}�s, absorbents and cat litter) available ut lhe co��slnictio�� site at all times. ❑ Inspect vchicles and cquipntent frequcntl} fbr and repair leaks promptl}. Use drip pans to catch leaks mitil repairs are madc. ❑ Clcan up spills orleaks iimncdiately and dispose of cleanup materials properly. ❑ Do not liose down sLirfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat Iilter, and/or rags). ❑ S��ccp up spilled dr�� matcnals immcdiatch. Do not tn to wash them aN�y with water, or bury them. ❑ Clean up spills on dirl areas by digging up and properly disposing of coniaminatcd soil. ❑ Rcpori significant spills immediateh. You arc required b} la�r to report all significant releases of hazardotu matcrials, utcluding oil. To report a spill: t) Dial 911 or � our local emergencti response nwnber, 2) Call the Gocernor's OiTice of Emergency Ser�ices Warning Center, (R00) 8i2-7550 (24 hours). Earthmoving � : /� �� r � � � �'� ` �. , /. ,��1,� 1�. �. � ,.� ,: . tra',a'�.',.. � , . �� . r ...... ❑ Schcdule grading aud cscacation tvork during dr}• � cathcr. ❑ Stabilizc all dcnudcd arcas, install and maintain temporary crosion controls (such �s erosion control fabric or bondcd fibcr matris) untIl vcgctat[on is established. ❑ Remove esisting ccgctation only when absolutely uecessary. and seed or plant cc€ctation for crosion control on slopcs or �vhcrc construction is not umnediatcl� planncd. ❑ Prevenl sediment from migrating offsilc and protect storm drain inlcts, gu[tcrs, ditches, and drainage courses b} uistalling aiid maintauiing appropriate BMPs. such as fiber rolls, silt fenccs, sed'uncnt basins, gravel bags, benns, etc. ❑ Keep excavatcd soil on site and transfer it to dmup hucks on sitc, not in thC strccts. Contaminated Soils U tCan� of the following conditions are observed, test for conWmination and contact the Rcgional Walcr Qualit�° Conaol soara: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrcls, dcbris, or trash. Paving/Asphalt V1-'ork ❑ A� oid paving and seal coating in wel weatlicr or when rain is forecast, to pre�ent materials tliat have not cured froni contactiug stoim�catcr nmof�. ❑ Co� er stoml drain inlets and manholes ��hen apph ing seal coal, lack coat, slum seal; fog scal, etc. ❑ CoLlact and recycle oc appropxiaLaly dispose of excess abrasivc gravel or sand. Do NOT s�� ecp or �; ash it into gutters. ❑ Do nol use water to ��asl� do��n fresh asphalt concrete pavement. 5awcutting & As��halt/Concrctc Rcmoval ❑ Protect nearby stomi drain inlets �vhen saw cutting. L"se filter fabric, catch basin inlet Slters, or gr��el bags to keep slurry out of thc stonn drain scstem. ❑ Shocel, abosorb, ar vacuum sa�v-cut slurn� and dispose of all �i aste as soon as you are finished in one ]ocation or �at the end of each work da�° (whichevar is sooncr I ). ❑ lf sawcuY slum enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application � � *� � i� �� t �"" ��' t �� ; p,�«^� �� ,� �. �.. �� _ ❑ Store concrete, grout, and mortar away� from stonn drains or waterways, and on pallets under co��er to proteet them from rain, runoft and �cind. ❑ Wash out concrete equipment/irucks offsite or in a designated ��ashout area, �ihere lhe water will fiow into a lemporary wasle pil, and in a maimer 6hat will pcevont Icaching into thc undcdying soil or onto surrow�duig arcas. Let concrete harden and dispose of as garbagc. ❑ When �vasliing exposed aggregatc, prevent washwater from enteriug storni drains. Block anti i��els and vacuwn gutters, hose �i ashwater onto dirt arcas, or drain onto a bermcd surface to be pumped cmd disposed of properh. Landscaping , l 4..�+. '� 5,,. . � � {; �,� ,l � a . � �� =�, { 'e-�{ ❑ Protect stockpiled lazidscaping materials from �a-ind aaid rain by storing tl�em under tarps all year-round. ❑ Staek bagged material on pallets and underco�er. ❑ Discontinue application of ain erodible landscape mate�ial within 2 daps before a forecast rain evenl or dunng wel we�ther. Painting & Paint Removal Painting Cleanup and Removal ❑ Ne�er clean brushes or rinse painl conlainers into a streel, gutler, storni drain, or stream. ❑ For water-based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary se�vcr. Nc�•cr pour paint do«n a stonn drain. ❑ For oil-based paints, paint out brushes to thc extent possible and olcan with thinner or sol��cnt in a proper containcr. Filter and rcusc lhinners and solvents, Dispose of cxccss liquids as I�azardous waste, ❑ Painl chips and dus[ from non-hazardous dry stnpping and sand blasting ma5 be scccpt up or collected in plastic drop cloths �nd disposed of as tr�sh. ❑ Chcmical paint stripputg residue and chips and dust Gom marine paints or paints containi�tg lead, mercun, or tributyltin must bc disposed of as hazardous �vaste- Lcad bascd paint removal rcquires a statc- ccrtified conVactor. Dewatering ❑ Dischar es of o nd�ca r r r g gr u te o captu ed runo(i from dewatering operations must be properly managed and disposed. When possiblc scnd dewatcring discharge to landscapcd area or sanitary sctccr. If discharging w the sanitary sewer call your local wasteti�ater neam�ent plazit. ❑ Divert nm-on H�ater from offsite awa} from aIl disturbed arens. ❑ Whcn dcw�atering; notif}� and obtain approval from ihe local mutucipalit} be£ore discharging �cater to a street guttcr or stonn drain. Filtration or diversion through a basin, tank, or sediment trap ma� be required. ❑ ln areas of known or suspected contamination, call your local agency to determine whether the grow�d water must be tested. Pwnped ground�iater may need to be collected and hauled olT-site for trea�nent aud proper disposal. N C 0 � a > y a > a��,,, .,�, � �:�.� E� E� wW � � � z H H oz H D �l fY� W 0 � N � 0 � 0 2 a � i � � ;��`/� � �form+one i DESIGN ■ PLANNiNG c O .� � � > � � C O .� O G. � � a C� � � 0 � � U O � � � � � � u� � U a � �� x � � � rt o z� o� .� ca � �, � � � r6 M � � ,� m SW Sheet Sca1e: SeeDetails Kielry Arborist Services LLC Certified Arborist WE#0476A P.O. Box 6187 San Meteo, CA 9A403 650-515-9783 Auguet 14, 2019 Tim Radunez 4843 Silver Springs Drive Pxrk City, Utah 84(198 Site: 1336 Diuke Avauue, Burlingame CA Dear Mc Radunez, As iequested on 7'hucsday, AugusY I, 2019, � aieited the above eite eo inspece and commem on the trees. A new home is proposed for this site, and your concem for the future health and safety oPthe tcees has pmmpted ehis visit. Site plan A1.0 was reviewed for writing this report. A tcee prorection plan will also be ineiuded at tfie end of this report. Method: A11 inspections were made from the ground; the trees were not climbed for this inspection. The trces in questlon were ]ocated on a map provided by you. 'Ihe uees were chen measured for diameter at 54 inches above ground level (DBH or diameter at breast height). The trees were given a condition radng For form and vitality. The trees condition rating is based on 50 pereent vitaliry and 50 percent form, using Yhe Pollowing scale. 1 - 29 Very Poor 30 - 49 Poar 50 - 69 Fair 70 - 89 Good 90 • 100 Excellent 7'hc hcight of the hees was measured using a Nikon Forestry 550 Hypsometer. The spread was paced ofE Commenis and recommendations for futurc maintenance aze provided. 1336 Drake Acenuo 8/74/19 (2) Survey: Treek Speciea DBA CON HTlSPCommenta i P Ginkgo 6.0 80 20/10 Good vigor, good form, yowg street tree. (Ginkgo biloba) 2P/R Ginkgo 4.0 80 (Ginkgo btioba) 3R Birch 6.7-6.8-8.I 25 (Bemla penduda) 4 italian cypress 8.0 70 (Cupressus sempervlrens) 5 Italian cypress 6.0 70 (Cupressus sempervirens} bR BottJe brush 8-4-5-4<1 45 (Ca7Hsteraon citrinus) 7R Hollywoodjuniper5.6-6.9 50 (Juniperus ehinensis) 8R Hollywoodjuniper9.8-8.0 50 (Juniperus chinensis) 9R Hollywoodjuniper 10-8-7-5 50 (Juniperus chinensis) l OR Hottic brush 4.0 25 (Calltstemon catrinus) 11PIR Bay 18.0 40 (Um6elladaria californPca) 15/8 Good vigor, good fortn, young street tree. transplantable size. 35/25 Poor vigor, poor form, mul[i leader at grade, droughtstressed,in decline. 30/5 Good vigor, good fortn, against existing driveway. 30/3 Good vigor, good form, agains[ existing drivcway. 20(20 Fair vigor, poor form, multi leader at grade, in container, against eniating driveway. 20/12 Pa'v vigor, fair form, codominant at grade, against eacisting driveway. 20/12 Fav vigor, fair form, codominant at gra�ie, against exis[ing driveway, 20l15 Fair vigor, fai� form, multi leader at g=ade. 15/12 Poor vigor, poor form, causing property damage, in deeline. 3520 Poor vigoq fair fotm, covered in ivy, abundance of dead wood, ganoderma fungus on trunk. 12P/R Redwood 163 80 50/15 Good vigor, good form, 5 feet from home. (Sequoia sempervirerw) P-Indir.ates prateeted tree fiy ciry ordrnance (I S inches ddameter or streei tree of any size) R-Indicafes proposed tree removqf. 1336 Drake Avenue 8/14/19 (3) _T .s :�< ", .i�i, -,:. _ : _. .«.. 'ia s� _,. _ _ ..._ > ._ . .. � �JI i � .e.�i �.oer.� ♦ � � ��,, i r �<�'. �� M.:�. ., .: . M �^ ��. k {�� '� ry�x _._.n:sy � � a lOT 20 � r .1:; .rr�. �awe +nr* l g\ . �i E, � :.u: � __-r-s__.__..._ _._.,�_ ..._....�,... e. � � Showing tree number locations 1336 Drake Avenue 8l14/19 (5) Italian cypress trees #14 and #5 are in good co�dition. The trees are growing against the existing driveway on site. Cypress aee #4 is gcowing within t6e publie right of way, end is considered to bc a protected hee. Cypress tree #5 is not a pmtected tree. Wheo demolishing the existing driveway, it is reeommended to cazefulty remove the concrete azid base rock within 10 feet from thesc trees, Only hand inols should be prnnitted in this area. Any exposed roots most be covered by soil as soon as possible. Exposed roots should be kept moist by wrapping the roots in burlap and wetting down the burlap multiple times a day. This will help to avoid root deaiocatlon. �howing trees #6-10 aiong existing driveway Bay hee #11 is in poor condition. The tree ie eoveced in ivy (sign ofpoor maincenauce) with an abundance of dead wood observed within the tree eanopy. A large ganoderma fiangus fruiting body was observed on the u�ee trunk. This is often a sign of heart wood rof. This tree is at high risk of limb or trunk failure due to the observed fungus. Showing bay tree #11 Redwood tree #12 is in good condition. This tree is poorly located at 5 feet from the existing building on eite. Furure tbundation damage is highly lilcely due to the tree's root crown being in contact with the foundarion. There is not enough room to support future growth for the tree in its cunentlocatlon. 1336 Drake Avenue S/14/19 (6) Proposed tree removals: Protected trees vroposed for removal Ginkgo street aee WL is proposed Foc removal in order to faoiiitate the eonstruction of a new drivcway entrance and driveway apxon. The tree is in the peoposed foot pmn of tl�e uew t dnveway. The tree is of a transplantable size and can be moved on the property if needed. IIay tre¢ #11 is proposod foc removal due to tho tree's poor health and Irigh-risk rating for future failure due to heart wood rot. Also, the kee is in [he footprint of the proposed driveway/garage. Redwood tree # 12 is proposed Yor removal to facititate the conswction of the proposed driveway. The tree is poorly loceted on the lot with not enough room to aupport future growffi. Protected tree reanovale for trees tl2, 11, and 12 will need to first obtain a heriqge tl�ee xemoval permill before being removed. Non nrotected trees to be rem v Birch tree #3 is to be removed to facili[ate the new drivewa construction. Trees #6-10 are Y planned for removal as removing the exisring concrete cinveway would likely have a high impact on tree health. Replacement trees A total of 9 new trees ue proposed on t6is site, as seen on site plan A1.0. 7his mea�s thaY for every protected tree being removed, 3 new trees are being planted. The %llowing tree proteoHon plan witl help to reduce potential impacts to the retained trees on eite. Tree Protection Plan: Tree Protecdan Zones Tree proteMion zones should be instalied and maintained throughout the entire length of the project. Prior to the commencemenC oFany Development Project, a chain link fenco shall be installed at the drip Iine of any protected tree which wili or will not be affected by the co�semction. TUe drip line shall not be alteced in any way so ae to increase cLe enaoachment of die construction. rencing for the proteckion aonea ahouid be Gfoor-tall metal eLain link type supported by 2-inch metal poles pounded into the gcound by no less than 2 fect. The support poles shouid be spaced no more t6an 10 feet apart on center. Signs should be p(aced on fencing signifying "Tree Procectian Zone - Keep OUP'. No materials or equipment should be stored oc cicaned inside the tree protection zones. F,xcavation, �ading soil deposits, drainage and leveling is prohibited withm Hse tree protection zonea. No wices, si�vs or ropes shall be attached to the protected hees on eite. Uritity services and irrigation lines shall all be place ouceide of the trec pro[ection zones when possible On t6is site the entire street tree planting pits neaz retained street tree #1 will need Yo be fenced off in order to protect the atreet tree. Tlus is the anly protected tree on site to be retained. Italian cypress trees #4 end #5 are iecommended to be prutected by tree protection fenciag once d�e exisring driveway has been removed. Feneing is recorumended to be plaoed at a radius of 5 feet from the c}press aees. i336 Drake Avenue 8/14/19 (7) L.cindseape Barrier zone if fox any reaeon a smaller t�ee protection zone is needed fox aocess, a landsoape buffer consisting of wood chips sprcad to a depth of six inches with plywood or steel plates placed ou mp will be placed whexe ttee pmtection feneing is cequired. The landscape buffer will belp W rcduce compaction to the unprotected root zone. /ne�pecfrons The site azborist will need to verify that tcee protec4on fencing has been installed before rhe start of constructian. The oiry of usvally requi�es a letter atating t6e fencing is in place before any permits ue to be granted. The site azborist must inapect the site anytime excavaGon work ie to tuke plaee undemeath tha eanopy of a protected trees dripline. It ia the conhuctor's responsibility to wotact the eite arborist if axcavabon work is to lake piace within this aren. Kielty Arborist Seru ices can be reached at kkarbor0476Cyahoo.com or by phone at (650) 515-9763 (Kevin). Roat Cuttrrtg and Grading An roots to be cut shall be monito an do nted L r ot " in ' m v r red d cume ar e o s 2 d�a eter or o er o Y ( ) 8 Iarge masses of roots to be cut, must be inspected by the Project Arborist. The Project Arborist, at this time, may recomroand irrigation the root zone as well es other mitigation measares whan needed. All rwts needing to ba cut should be cuC clean with e suw or bpper. Roota to ba left exposed for a period of time should be cnverad with layere of burlap und kept moiet to avoid root desiccation. The existing grade undemeath the dripline of the hees shal( be rerained when possibte. If to be changad the Roject Arborist must review and give mitigation measures. Prenching and F.zcavadon Trenc6iug for irrigarion, drainage, electrical or any ot6er reasoo shal] be done byhand when ineide the dripline of a pmteeted tree. Fiand digging and the careful placement of pipes below or besides protected roots will significantly reduce root loss, thus reducing trauma to the tree. All trenches ahall be backfilled with native materials and compacted to uear its o�igi�al level, tts soon as possible. 'Crenches to be left open for a period of time, witl require the covering of all exposed roots with burlap aad be kept moist. The trenches will also need to be covered with plywood to help protect the exposed roots. lrrigation Normal ircigation should be maintained throughout fhe enfve length of the project. The imported trees on tlus site will requue irrigaUon dnring the warm season months. Some irrigation may be required during the wiuter months depending on the seasunal rainfall. During the swnmer monthe the trees on this site should xeceive heavy tlood type irrigakion 2 dmes a monih. During the fall and winter 1 dme a month should suffice. Mulching the root zone of protecced trees will help the soil retain moisture, thus reducing water consumprion. The informafion included in this report is believed to be tme and based oa sound azhoticuldual principles nnd pncrices. Since�ely, Kevin R. Kialry Certifiad Arborist WE#0476A 1336 Drake Avenue 8/14/19 .... ... . . . J �. (4) Summary: The trees on site aze a mix of impor[ed trees. No native trees to Burlingame were observed. Ginkgo street vees # 1 and it2 are in good condition. These trees have recemly been planted within the public right ofway and are considered to be pro[ected s[reet trees. 3howing ginkgo atreet trees #1 and N2 � � flirch tree #3 is in very poor condition. The , :. majority of the tree is dead with little live .'= foliuge observed. The decline of the bircH tcee ia likely due to the Fact that no supplemeutal ¢rigation ]�ae beeu provided to the tree. T(ris �'• a � k'ee rs not aP a protected eize in the city of �' �'� y"�r x BisGngama. �.� , � 53iow3ng birch hree #3 in very poor condition, n+rte t6e dead turf as well 1336 Drake Avenue 8/14/19 (8) Kielty Arborist Services P.O. Box 6187 San Mateo, CA 94403 650-515-9783 ARBORIST DISCLOSURE STATEMENT Arborises are hee epecialists who use their education, knowledge, training and expecience to examine trees, recommend measures m enhance the beauty and health of uees, and attempt to reduce the risk of living near trees. Clients may choose m aceept or disregazd the recommendations o£ the arborist, or seek additional xdvice. Afioriets cannot detect every condition that could possibly lead to the stn�otural failuce oP a tree. Trees aze living organisms that fail in ways we do not fully understand Conditions are ufren hidden within trees and below ound. Arborists cannot antee th t tr e ill be gr guar a a e w healtlry or safe under all ciroumatances, or for a epecifled period of time. Likewise, remedial creatments, like a madicine, cannot be guaranteed. 'Preatrnent, pruning, and removal of trees may involve considera[ions beyond the scope of [he arborisYs services such as property boundaries, property ownerahip, site livas, disputea between neighbors, laudlord-tenant matters, eYc. ArborisCs cannot take euch iesues into awount unless comple2e and accurate information is given to the azhorist. The person hiring the arborist accepts full responsibility for authocizing the recommended teeaanent or remedial measures. Trees can be managed, but they cannot be controlled. To Uve near a tree is to accept some degree of nsk. The onty way to eliminate aI! risks Is to elimMate all trees. Arborist: Kevin R. Kielty Date: August 14, 2019 m � � u� � C 0 0 � ,� � � � �� 0 � u !1 � N U N N a �W � � �� E� E-+ W W � � zz H H a � H � a W Pa O � �i O O � - � a fi .,.. m ..� �' - ' S?R�bS J�PIE Fsx'r:�C' � JS : .�SE en: ;�_s.�3i�.:,sc.;.. _ �_i� ._.@e.,a..o:.__ea:Gx c�e .-` �l �j/ �+"�/ `�� V ' form+ one n,cCT(;N ■ P?.uNNT?vr, � O � �i � .� O � Q � E O � � U O � � � � N a' � � U a � N N � � � .—I (6 �tl O S-i bi �� Ca C Sa �-1 � � � RS M � LJ �—+ CY7 � � .. -� Trees #6-10 consist of 6ottte brush trees and Hollywood miipers. These trees aze in poor ro fair amdition. All 5 cae9 �a brzowing against the exieting ehivaway on eite, and iave caused damage to the couccate driveway. None of these recs are of a protectad size in [he city of Burlingame. Sheet Scale: SeeDe[ails RELATED CODE REQUIREMENTS: (EGRESS) 1. EGRESS WINDOWS SHALL HAVE A MW. NET CLEAR OPERABLE AREA OF 5.7 SQUAREFEET. 2. THE MINIMUM NET C�EAR WIDTH DIMENSION SHALL BE 20" 3. THE MINIMUM NET C�EAR OPENING HEIGHT DIMENSION SHALL BE 24" RE�ATED CODE REQUIREMENTS: (BATHS) (CONT.): PLUMBING'. - SHOWER MUST BE PROVIDED W/ TEMPERATURE CONTROL (ANIT-SCALD) TYPE VALVE. TOILETS MUST HAVE A MIN. CLEAR SPACE OF 30" WIDE, 8 24" CLEAR SPACE IN FRONT. IF NEW. TOILETS MUST BE WATER CONSERVING 1.28 GAL�ON. SHOWER DOORS SHALL OPEN OUTNlARD AND SHALL BE A MIN. 22" NADE, THE SHOWERHEAD CANNOT DISCHARGE DIRECTLY AT ENTRANCE. ALL SH04JER COMPARTMENTS,REGARDLESS OFSHAPE, MUST BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. JO&FORMEO SHOWER PAN LINER MUST SLOPE a' PER FOOT TO WEEP HOLES IN DRAIN, AND BE INSPECTED UNDER TEST PRIOR TO COVERING. RELATED CODE REQUIREMENTS: (BATHS) (CONTJ: BUILDING: - SHOWER WALL SHALL BE FINISHED TO A HEIGHT l2" ABOVE THE DRAIN INLET WITH MATERIAL THAT IS NOT AFFECTED BY MOISTURE. GREEN BD. CANNOT 6E USED AS A BACKER FOR MASTIC TILE WHERE I7 WILL BE EXPOSED TO SPLASHING WATER AND IS NOT ALLOWED ON CEILINGS. CEMENT BOARD WITH A MOISTURE BARRIER AND CORROSION-RESISTANT FASTENERS IS AN APPROPRIATE BACKING MATERIAL IN WET LOCATIONS. MIN. CEILING HEIGHT FOR ALL BATHROOMS 15 7'-0". SAFETV GLAZING IS RE�UIRE� FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE 7HE 80TTOM EDGE Of GLASS IS LESS THAN 5'-d' ABOVE THE DRAIN. AS PART OF REMODEL SMOKE DETECTORS WILL BE RE�UIRED IN ALL BEDROOMS, ADJOINING HALL, AND AT EACH LEVEL PER THE BUILDING CODE RELATED CODE REQUIREMENTS: (BATHS)(CONT.) E�ECTRICAL�. - IT IS REOUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET OF THE OUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND ANY OTHERS LOCATED WITHIN THE BATHROOM MUST BE GFCI PROTECTED. - A SEPARATE 20-AMP CIRCUIT IS RE�UIRED TO SUPPLY BATHROOM OUTLETS ONLV, OR A SINGLE BATHROOM. - �IGHTING WILL BE REOUIRED TO BE HIGH EFFICACY OR CONTROLLED BY A MANUA�ONOCCUPANT SENSOR SWITCH. (TVPICALLV HIGH EFFICACV LIGHT FIXTURES ARE PIN BASE F�UORESCEM WITH ELECTRONIC BALLAST. MECHANICAL - A FAN CONNECTE� TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUST SHOULD 8E 3-FEET FROM BUILDING OPENINGS AND PROPERTY LINES. BE INSPECTED UNDER TEST PRIOR TO COVERING. GENERALNOTES: 1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLWE OF W.C.) AND 24" CLEARANCE IN FRONT OF THE W.C. PER CPC 402.5 2 PROVIDE MIN. SHOWER AREA - 7024 SQ INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS PER CPC 408.6 3. TEMPERED GLAZING, TYP. AT ALL DOORS+REQUIRED BY CODE 4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE WASHER+DISHWASHER ETC., PER CPC S.PW MBING FIXTURES (WATER CLOSETS + URINALS) WILL COMPLV WI FOLLOWING (1.)THE EFFECTNE FLUSH VOLUME OF ALL WATER CLOSETS WILL NOT EXCEED 1.28 GAUFLUSH. (2.) THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED .5 GAL/FLUSH, P019 CGC 4.303 t.� 6. EXHAUST VEM FOR �RYER SHA�L TERMINATE TO THE OUTSIDE OF THE BUILDING AND SHAL� 8E E�UIPPED WITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECT. 504. i. VERIFV ALL FINISH FLOOR CALL-OUTS W/ OWNERS. TVP 8. SUB-PANEL ELECT., VERIFY LOCATION. 9. ALL SHOWER HEADS TO HAVE 1.8 GPM FLOW MAX PER CGC 4.303.12 10. ALL SHOWER WALLS TO BE WATERPROOF T0 72" ABOVE DRAIN INLET, WALL FINISHES TO BE OF SMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2(CEMENTBASED) ��. (N) GAS WATER HEATER �OCATED IN ATTIC OR CRAWLSPACE, V.I.F. 12. A�L LAVATORY FAUCETS TO NAVE 1.2 GPM. + KITCHEN FAUCETS TO HAVE 1.8OPM FLOW MAX. PER CPC SECT. 403.7, & 403.6 �3. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE �UICK-ACTING VALVES (I.E.) DISHWASHERS HOT WATER LINE AND THE HO7/CO�D LMES OF THE CLOTHES WASHER) 2016 CPC 609.10. t4. CONTROL VAWE FOR SHOWER OR TUB/SHOWER SHAL� BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIX WG VALVE TYPE, PER CPC 420.0. 15. THRESHOLD FOR IN-SWING DOORS SHALL BE 7.75" MAX. AND 7" MAX. FOR OUTSWING DOORS. 16 (N) GAS METER LOCATION, PG&E, TVPICAL 36" FROM OPERABLE WINDOWS. 17. (N) ELECTRICAL METER LOGATION t8. MAX. DROP FROM TOP OF THRESHOL� TO THE EXT. LANDING AT ALL SLIDING AND IN-SWINGING DOORS SHALL BE LIMiTED 70 7.75", AND NOT MORE THAN t.5" LOWER THAN THRESNOLD FOR OUTSWING DRS. PER 2016 CRC R311 3 19. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTH OF 10" PER CRC R31t.7.4. 20 A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SYSTEM IS USED. THE USE OF A 4" THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESS THAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEEN SUBMITTED AND APPROVED BY THE BUILDING DIVISION . 2019 CGC §4.505.2 + CALIFORNIA RESIDENTIAL CODE (CRC) §R5062.3 21. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BE INSTALLED. WALL AND FIOOR FRAMING WILL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CON7ENT WILL BE VERIFIE� PRIOR TO FINISH MAtERIAL BEING APPLIEO. 2019 CGC §A.505.3 22. THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL HAVE ALL REQUIRED STANDARDS LISTED ON THE PLANS; 1.5 GPM FOR FAUCETS AND 2.0 GPM FOR SHOWERS. 2019 CGC §4.303.1.3 AND 2019 CGC §4.303.1.4 23. ANY GAS FIREPLACE WILL BE DIRECT-VENT SEALED-COMBUSTIBLE TVPE 20f9 CGC §4.503.1 24. NEW MANDATORY U-FACTOR (0.58) fOR FENESTRATION i SKYLIGHTS §150.08 25. WALLS WITH 2X6 ANO LARGER FRAMING REQUIRE R-19 INSULATION§150.0(C)2 26 ANY WOOD STOVE OR PELLET STOVE WILL COMPLY WITH US EPA PHASE II EMISSION LIMITS Y019 CGC §4.503.1 27 PLUMBING CONTRACTOR WILL PROVIDE THE CITV BUILDING INSPECTOR A SINGLE I.INE DRAWING OF THE EXISTING AND NEW GAS LINES AND INDICATE THE DISTANCE FROM THE METER TO EACH GAS FIRED APPLIANCE PRIOR TO INSTALLATION. INCLUDE THE SIZE OF THE GAS PIPE TO EACH APPLIANCE AND B7U RATING OF EACH APPLIANCE. GAS PIPE SIZING WI�L BE SIZED PER TABLE 12162(1) W THE 2019 CPC. NOTE�. ANY INSTALL4TION OF NEW GAS PIPING PRIOR TO PLAN CHECK APPROVAL IS AT THE RISK OF THE CONTRACTORS RISK 28. HOT WATER PIPING INSULATION §150.0 (j)2 A ii 29. LIGHTING - MANDATORV REOUIREMENTS FOR INDOOR ROOMS §150.0 (K) 30. RADIANT BARRIER NOW REQUIRED IN C�IMATE 20NE 3§150.0 (C) 2 31. REDUCE U-FACTOR (0.35) AND SHGC (0.25� FOR HIGH PERFORMANCE WINDOWS §150.'I (C) 3 A 32. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLU710N OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS 2019 §4.504.2.1 33. ANNULAR SPACES AROUND PIPES,ELECTRIC CABLES,CONDUITS OR OTNER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALL WI�L BE RODENT-PROOFED BY CLOSING SUCH OPENINGS WITH CEPAENT MORTAR, CONCRETE, MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 2019 CGC § 4.406.1 34. ROOf EAVES SHALL NOT PROJECT WITNIN 2" OF THE PROPERTY LINE WHERE SEIBACK IS 4' PER 20f8 CRC § TABLE R302.t (1) OR N119 CBC TABLE 705.2. ALL ROOF PROJECTIONS WHICH PROJECT BEVOND THE POINT WHERE FIRE- RESISTNE CONSTRUCTION WOULD BE REQUIRED WILL BE CONSiRUCTED OF ONE-HOUR FIRE-RESISTANCE- RATED CONSTRUCTION PER 1019CRC§ R3021(1)OR20'I6CBC§ 705.2. 35 EXTERIOR BEARING WALLS LESS THAN 5' FROM THE PROPERTV LINE WILL BE BUILT OF ONE-HOUR FIRE-RATED CONSTRUCTION. 1019 CRC TABIE R302.1 (t) § OR 2079 CBQ TABLE 602- (N)STONE - VENEERCtAD TYP (N) 200 AI SERViCE PROPERTY LINE V�ALL BE BUILT OF ONE-HOUR FIRE-RATED CONSTRUCTION. 201fi CRC TAOLE R302.1 (1 �§ OR 2018 CBC, TABLE 602 PROPOSED FIRST FLOOR PLAN SCale: I/4" = 1'-0" INSULATION: (See Title-24 For Min.) 1. ALL EXTERIOR 2X6 WALLS: R-21 BATT INSULATION 2. ALL EXTERIOR 2X4 WA�LS: R-15 BATT INSULATION 3. AL� CEILINGS TO RECENE R-32 MIN. INSULATION, BLOWN IN PREFERRED. 4, ALL UNDER FLOOR TO RECENE R-19 BATT INSULATION 5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE SOUND BATT, INSULA710N, TYPICAL. NOTE: WHERE THE PROPERTY IINE IS LESS THAN 10 FEET FROM THE EXIT TERMINAL OF ANY NEW1Y INSTALLED OR REPLACEMENT HIGH EFFICACY MECHANICAL EQUIPMENT THE PIPE SIZE OF THE FINAL 10 FEET OF ANY TERMINAL MUST BE INCREASED TO THREE WCHES OR AS AN AI.TERNATNE, MANUFACTURER -APPROVED BAFFLES MUST BE INSTALLED. PROPOSED SECOND FLOOR PLAN Scale: 1/4" = 1'-0" N i� m Q C 0 � � � � N a � ..�,�.,.,..�„� � ,..,.,.,..��:';. E� H W W � � C7 C7 zz H H Ca Z H a' `� ra P� G � � , O � � I N � O I N O � Z W � --..a__. '_,,.i��z'._'____"'.-..-:': � � v � form� one DESIGN ■ PI,ANNING C � a L 0 O �.L.i '� N ti � il. � a F O N rl U O C N �r � � � � �� U� � U C4 � � x � � � � O S-i LT � Q � N �-1 �� m �+ ro r, � C 7 ,--i 0.� A2.0 Sheet Scale: SeeDetails NOTES. i. (OGEE) G.S.M. GUTTERS, 8(3" GSM) DOWNSPOUTS�. LINE ALL VALLEYS NATH GSM, AT LEAST 2t7' NADE NATH VNTH 114" EDGE TURNED OVER AND FASTENED WiTH CLEATS. LAP JOINTS AT LEAST 4", BUT DO NOT SOLDER 2. ROOFING MATERIAL TO BE 40 VR ARCHITECTURAL ASPHALT SHINGLES, SEE CUT SHEET ABOVE, COIOR TO BE DETERMINED. ANTI�UE BLACK OR PENRER GREV 3 WHEN INSUL4TION IS INSTALLE� IN ENCLOSED RAFTER SPACES VNiERE CEILINGS ARE APPLIED DIRECT TO THE VNDERSIDE OF ROOF RAFTERS, A MINIMUM AIR SPACE OF 1 INCH MUST BE PROVIDEO, INSU�ATION BAFFLE NEEDED. 4. FLASHINGS AND COUNTER FL4SHINGS SHALL NOT BE LESS THAN 0-016-INCH (28-GAGE) CORROSION RESISTANT METAI. ANO VALLEV FLASHING 5 AT THE JUNCTURE OF THE ROOF 8 VERTICAL SURFACES, FLASHING 8 COUNTERFLASHINGS SHALL NOT BE LESS THAN 0 0'18-INCH (26 GAUGE) 6 NA ]. TERMINATION OF ALL ENVIRONMENTAL AIR �UCTS SHALL BE A MIN. OF 3'-0" FROM PROPERTY LINES OR ANV OPENING INTO THE BUILDING (I.E. DRYERS, BATH& UTILITY FANS, ETC., MUST BE 3'-0" AWAV FROM DOORS, NANDOWS. OPENING SKVLIGHTS OR ATTIC VENTS, PER CoOE 8(AS RE�UIRED) THE TRUSS PLAN AND TNE TRUSS CALC. SHALL BE REVIEWED 8 APPROVED BY THE ENGINEER OF RECORD BEFORE SUBMITTIN6 TO THE BUIIDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. TRUSS PLANS SHALL BE WET SIGNED B WET STAMPED BY TRUSS DESIGN ENGINEER. 9. FURNAGE LOCATED IN HTTIC SPACE SHHLL BE LISTED FOR ATTIC LOCATION AND PROVIDED VNTH 24" VJiDE SOLID FLOORiNG ACCESS WAv AND 30" VJORKING SPACE AT CONTROLS. 10. ATTIC VENTIL4TIDN AT CALIFORNIA FRAMING TO RECENE �OW PROFILE VENTS OR OPENING IN THE ROOF SHEATHING BELOW i t. ROOF EAVES SHAII NOT PROJECT VNTHIN 2" OF THE PROPERTY LINE WNEftE SETBACK IS 4' PER7019 CRC §TABLE R302.1 (1)OR 5079 CBC TABIE 705.2. ALL ROOF PROJECTIONS WHICH PROJEGT BEYOND THE POINT WHERE FIRE- RESISTNE CONSTRUCTION VVVt1L� BE RE�UIREO W7LL BE CONSTRUCTED OF ONE-HOUR FIRE-RESISTANCE- RATED CONS?RUCTION PER 30/9 CRC § R302.7 (1) OR 2016 CBC § 705.2. 12. (AS RE�UIRED)ALL TRUSS/RAFTER BLOCKING TO RECEIVE 2" DIA NOLES IN EVERV 6LOCK 7YPICAI. FOR EVEN DISTRIBUTION OG AIR FLOW. PLUMBING & HVAC NOTE: 1. GROUP ALL EXHAUST FLUES TOGETHER WHEN POSSIBLE & LpCATE ON ROOFS SLOPING TO THE REAR � OF HOUSE TYP. VERIFY LOCATION W/ DESIGNER. � SOLAR CONDUIT NOTE: PROVIDE A PIPE FOR SOLAR CONDUIT "' 2019 CODE REQUIRES SOLAR INSTALLATION ATTIC FURNACE NOTES: 1. PROVIDE THE FOLLOWING FOR ATTIC FURNACES (CMC SECTION 904-04) A. PASSAGEWAY TO EQUIPMENT IESS THAN 6'-0" IN HEIGHT SHALL BE NOT MORE THAN 20'-0" IN LENGTH WHEN MEASURED ALONG THE CENTER LINE OF PASSAGEWAY FROM THE ACCESS OPENING TO THE EQUIPMENT. SECTION 904.10.1. B. UN-OBSTRUCTED PASSAGEWAY W/ A SOLID FLOORING AT LEAST 24" W1DE THROUGH-OUT ITS LENGTH. SECTION 904.10.2 C. A 30"x30" LEVEL WORKING PLATFORM IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE. SECTION 904.10.3 D. A PERMANENT 120V RECEPTACLE OUTLET AND LIGHTING FIXTURE NEAR THE APPLIANCE. SECTION 904.10.4. E. UPRIGHT FURNACES MAYBE WSTAILED IN ATTIC OR CRAWLSPACE MORE THAN 5'-0" IN HEIGHT, PROVIDED THAT REQUIRED IISTWGS, DUCT AND FURNACE CLEARANCES ARE OBSERVED. SECTION 904.10.5 F. CLARIFY THE LOCATION OP THE FURNACE ON PLANS BY DASHED LINE OR OTHER SYMBOI. HOUSE VENTILATION CALC: � S�.FT.OF(N)ROOF 1B30S�.FT. (N) 1,&301150 = 122 S�. FT. Of VENTIIATION IN NEW ROOF N ROOF VENTS 17 ea. x �S Sq.FT. - 12 ]S S�.FT. TOTAI VENTILATION INSTALLED = 12.75 SQ.FT. 'I �i —�� GARAGE VENTILATION CALC: $0. FT. OF (N) ROOF'. 420 Sp. FT. ;II (N)420/150=2850.FT.OFVENTILATIONINNEWROOF h N ROOF VENTS 4 ea. X.]5 S�.FT. - 3 SO.fT. Ii TOTALVENTILATIONINSTALLED= 3S�.FT. i ._ _ _--'_____,. . _ ... .,, ��... 12/12 � D5 ______________'______� iv�z ROOF � SLO�M7ASGhatt5h�91es II (Glass P7 40 yr. Min. D_S. I � �-------� _ _, i I ,; 1 I I �2 I �� 1 y f i G,I .I R/DGE I r—'-' _ i I � I: I` I I: I �P i( I' t2/12 I � I. 1 I, ��, � i �_..______,_::_. ________.____ -._________________ : . , i i _ i i i �. i i I wc� �r ROOF � 4 �� (W Aspnen Sninaies a �p; faess n) ao yr_ mm_ . � I; It'''�. �2/12 I` � ��; I , �: i. i: i i i � � - — — i I 12/12 I � � D.5 � I �i i i i _'__ L�___—_J. ' __� w� ot a� � . � , I p i i i � j i �_____J �2/t2 � SLO� . . � ... .. I i � ROOF �� (M Aspnaitsnine�s ' I (C�essa�aOyr.Mm. � � i - — — �. I . ... I— 12/12 I 5��=� � I i i i . . . � . �.. � �� i � r-� .----� - - --------_._J . .. -----�' ., . , � LOCATION FOR SOLAR PANELS, INCLUDE CONDUIT FOR WIRING TOE�ECT METER+CONTROLS (2019 CAL GREEN) G.S.M. OGEE GUTTER SYSTEM PA/NTED LOT LINE D.S T ^ - =` . � r'_ . _: -. " , �"h,- ' ^'� ' -^-3 -� "�. ONEHOURFIRE-RESITSTANT RATED CONSTRUCTION FOR r_______ ____ _ ___ ___________ . I �- --- --- -� ---� �� EAVES WITHIN 2-5 FEET FROM I PROPERTY LINE I I h 6 I I I � , 6 G1.D I —1_ - ... . - .... - —r - I �' G1.0 I � I �� 4 ATTIC TRUSS MAX 4'-0" HEIGHt I - � � � INTERIOR, TRUSSES (� 24" O.C. i i � i I I � �' 7tG PLYWOOD FINISH W/ SIMPL I I ! I LED LIGHT W/ VACANCV SWI7CH � j li �FX'� Fx � i I A4.0 � I '�� '�' � I 1 G.S.M.OGEEGUTTERSYSTEM I , (PAINTED) � I, i � I � I I� . 7/12 7/12 � I � SLOPE SLOPE � I �O I I � � I I � � i I I r, m i i I � z � I I I � � I � I I c 0 L-- --- ,I ..- . I �x� m �X�� I . I r I � � i I � � I � I I ' I ; I (N) RQ�F � = CLASS A'. AIRE RATED I �, I I I i i � I � j I I � � (NID.S. ��..... .. L _____: __ __--J . . � ..:(N)D.S. � _ _ _ _ _ _ _ _ _ __ _ _ _._ _ - - - _ - _ _ _. _ - J fi � PROPOSED ROOF PLAN , Y[AIN HOME Scale: 1/4= I'-0" 4z-� PROPOSED ROOF PLAN � GARAGE Scale: L/4 = 1'-0" � i v 1� N � � C � � N � .� � � � � � � � J � � a,��_.�. ,,, �� H H W W �� zz H H Ca Z a � � � (�] W 0 � � I � O I � N O z W .m � �� form� one �FST;N ■ Pi�ANhl C � � � � W b � 0 � iz4 N 0 � � U o N � � � N � � � U � � � � ro ro o �, o� � ca c � ri � � � (�"7 F-I ro m � � r-I Q� A2 .1 5hee� Sca1e: See Details !t� g. :; r,e2:�,��f veww.icc�en.o'a � I�Id23�8687 � 15821899-054J en OIVI&ON: O] 00 00-TNERMAL AND MdBTIfiE PROTEC710N Sscdun: 6l 87 2J--EMNe��-"�PYMm-0NM-Mawmar RooFin9 s«uw�: a� u �9--ady,;oy��cnwrca. aoonnp Settlml: O13t 33-TMmpW+�tkPo1WMN� qoon^Y ReroarNo�nea: CpRL18lE SYNTEC POST OFFICE 80% 7000 CARtJSLE,PENN&VLVANIA17BiJ (7t1�2d6-7000 .carllaleamtac.com EVALUATION BUBJECT: CARLISLE EPOM. PYC ANU TPO SMJ(iLE-0LY ROOFIN(i MENBRANEB ADOI110N{LL1.13TEE8: KELLY CUMPANYl20011NC. S]! hqMASTON AVENIR WATERBURY. CONIgCTICUT 0l701 (M9) s/sauo MUIE-FtlOE PROOlICT9 COMPANY.1lIC. 1183 PfaNCE HN1 MUVE BELDIT, YA8CONBIN SM11 (8001786-1182 VERSIGO POBT OFFICE BO% 1I89 CARLISLE, PA 17011 (800�891-�683 WE0.iHERBONO P08T OFFICE BO%ESt PLAINFIEtD. 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Roof Vent Cutsheet ; Or Other Approved Equa] Scale: NA A2_2 m N m a N N � � � x � E-� H W W � � C� C� zz H H �z � H � a � a � � � � N � O i � � N O � 2 a �, � ?n4; .II':'E4 S�F�4GS ;l'n�:';_ T '�\�� ' V form+ one iJF�STC;N ■ Pi�ANNTNC; N � � ,-�+ � U 4--� O � � O � � U O � � �' N � � � N FC u� 5 U L4' � �i �G � � ro � � Q � � � � � � M � C� rl P� A2.2 � Sheathing "Radiant Barrier" - Cutsheet 4 Gutter Spec. 5 I Sheet Or Other Approved Equal Scale: NA A22 G.S.M. Painted Scale: NA A2.2 Scale: See Details .: . .� ,ini�, ��a��'-.=��'�'1�� iili�ira �iin ��1�� uie-....�� iin. � '�� ,� �i��=.��3 �� ♦ ♦�1 � n mm immmn. � '�i�i��u ��l innmmm. �� li� n n u nnnnuum, ♦ �� .�in�iii�iin, Niuiii��'�riui �i�iiiiiiini�°i'ru�� ♦ �• � i i� u�� vnixmmn�uiprmm�n�i�in � � �� • • - �iiii��i�iinimii. •�uu�mnumm�un�iun�a� �� - . Nmim�nrm �i i i► � i I i/nt�IN�I Illll�i n iii► ♦ �i��nx��nmra�%�iiiin�.. �iiiiiiiami�n�ii�nmimiiHri�,. ♦ �� . . . .. . . .��iiiid�iiiiiiiiii�IGiii/iG�. 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F�AT PANEL W/ W/ LARGE SIDE LIGHT COW MNS �— MOULONG (TBS) � — —__—._SOcO__ PROPOSED FRONT ELEVATION �,� Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" f� v ,� � �� N C > " y� � � � x � � �� u � a� c � . _ FH ww �� 7 c� zz az - az �a O � ri I � 0 � � N O Z W e..,,m �, � 5543 S:i'vv`_k �P�ING' CRI`;E C.: C�_. �oq E�n.ei'�: ^_.. a-0�i9n�.:E]�� vN.CO:.: I� ��--� form+ one �.FSTI:N ■ Pi,FNNTI�If; O � � U O �n � � c� - c � a rn O -Cy � �� U rc � � � x � F � ro ro n ° q �' — O � � � � � � � M �! G, ro r� � � CJr � GQ � � i A3.0 Sheet Scale: SeeDetails � STONETREADS�S"EASEDEDGE DETAIL PROPOSED RIGHT ELEVATION �� v u m 0 N c N � ,. > v c a o �, � u � a �� ,L o. u u � � Q �r �. a�,._<,,,.,<, PROPOSED REAR ELEVATION Scale: 1/4" = 1'-0" NH ww �� zz �H naz H �a oa w 0 m � i O I � � c� 0 � z w � F. , ,,, „ � l:iVi sIL';°k S?F.".�i�„� DP::2 J 2; : _ . .�.:•1'_.p?�a,_ ., na._. _i..��F�R.O'.:E�_5_�:.�:�: Il~" � form¢ one nFsrr,ra ■ vT,HranT�r, PROPOSED LEFT ELEVATION s��e: va,� = t�-o,� MOULDNG (TBS) C O .� > � W � � 0 0 � °' c= 0 � � U O � � v' N � O� � � � cn p U a � � x � � ro ro o Q � � �, �� m s� ro r� � � � � A3.1 Sheet Scale: See Details � s � � � m Q PROPOSED BUILDING SECTION Scale: 1/4" = 1'-0" � c c � U � ., � :'iii �% C a o °�� ,,., a � ,.. ,. �s � � r, ,�. 5 v � a �a" HH ww cn cn � 2 H H O Z H � a Cq P � 0 � N � O I '� l9 � N O � - � a o _..«� „ �' � �� form+ one DESI�N ■ PliFNNING 0 � � U O � � � N � � � N �C � � v a � � � � x � � ro ro o �, tr � n � �, � � � � m s� ro m � c� r, oa C O .� c> � � � � '� .� � '.� � � 0 ts. 0 c�, � F A4.0 Sheet �cale: See Details MiN. R-13 (SOUND BATf) @ ALL BAiHROOMS/L4UNDRV 2x4 STUD WAIL @ I - 16" O.C. S.S.D. , h 8� �— 5/S° TYPE X GYPSUM BD. TYPCIAL THROUGHOUT HOUSE SMOOTH FINISH OR MATCH EXISTING CONDffION STAGGER 101NT5 EACH SIDE (LOAD BEARING ONLY) NOTES: SEE W W W.GPGYPSUM.COM fOR TECHNICAI SPEC'S INTERIOR WALL DTLS. � Scale: 3" _ ]'-0" A5.0 7 3/8" 5/8„ 5 1/7� 1�q„ 3�4„ SIDING (PAMT) APA RATED SHEATHING EXPOSURE 1 1�" PIYWOOD OR O58 BENIAMIN OBDYKE (HVDRO-GAP) ICC - ES REPORT ESR-3394 WALL SIDING UNDERLAYMENT, OR APPROVED EQUAL R-21 FIBERGLASS BATf INSULATION FOR 2x6 WALLS, iYPICAL. IF TITLE-24 SHOWS LOWER MiNIMUMS, FOLLOW MORE STRINGENT VALUES. a" DENSARMOR PLUS fIREGUARD, OR TOUGHROIX FIREGUARD GVPSUM BD. APPLIED VERTICALLY OR HORIZONTALLY TO STU�S W/ i-7/8" 60 COAtED NAILS 7" O.G STAGGER JOMTS EACH SIDE MIN. 2x6 S1UD5 @ 16" O.G. EXT. WALL DTLS. � Scale: 3" =1'-0" A5.0 1. BLUM HANDRAIL q' X lg' STFEL ¢ 0 (2 � v 0 Z a a � � � 1. BLUM W.I. SPINDLE 42" H SO THAT A 4" SPHERE GAN NOT PASS THROUGH � RAILING ' 1. BLUM COLLAR I (VERIFV SELERION W/ OWNERS/DESIGNER) WD. FLOOR (V.I.f.) I --- �I I SUB-FLR GER STRUR. EPO%IED TO STRINGER TYP. STRINGER PER STRUCTURAL $�° GYP. BD., TYP. i � v � 1 7 /4" MAX. 3/4° MIN. SHEATHING WEATHER - RESIS�TNE BARRIER METALLATH SCRATCH COAT MORTAR $ETTING BED CLINKER BRICK VENEER GALV. STEEL CLIPS, $S.D. MORTAR )OINT INSULATION (WHERE OCNRS) STUD WALL � � . � WEEP SCREFD WINDOW FLASHING ED TO MATCH TRIM) PAGIFIC ALUM. iW5 (CLAD) OR N .., STANDARD JIAL STYLE SHMGLES ----� �!a„ 5/8 5 1 /2" � 5/e" NOTES: SEE W W W.USG.COM FOR 7ECFiNICAL SPECS, SEE: UL U305, � U374 IWOOD SIDING SEE ELEVATIONS FOR �—FlNISHES AS REQUIRED � g" $HEETROCK TYPE X E%T, GRADE "�--' APA RATED SHEATHING E%POSURE i � �" PLYWOOD OR O5B i '�BENIAMIN OBDYKE (HYDRO-GAP) �CC - ES REPORT ESR-3394 WAIL SIDING iUNDERLAYMENT, OR APPROVED EQUAL '(—R-21 FIBERGLP.S$ BATT INSULATION �, FOR 2x6 WALLS, TYPICAL IF TITLE-24 SHOWS LOWER iMINIMUMS, FOILOW MORE STRINGENT VALUES Ia° � q° DENSARMOR PLUS FIREGUARD, OR LARGE WD. SILL REDWOOD APPLIED VERTIGALLY OR HORIZONTALLY i p" % b I I TOUGHROGK FIREGUARD GYPSUM 80. � NOTES ON HANDRAIIS: ��4,� E d� Fwisr+ �aAoe I (PA�NT� I TO STUDS W/ 1 J�8" 6D COATED NAilS 7" 1. THE HANDRAII SMALL TERMINATE AT A POST � ' . — --i S° QUARTER RND. � O.C. STAGGER IOINTS EACH SIDE OR NEWEI ON BOTH ENDS, 2076 CRC R311 J � d REOWOOD. (PAINTJ — MIN. 7X4 STUDS 16" O.C. MIN. �' TYP. % GYP BD. ' a e G 2x S7UD WALL TYP. � � � � � . Stair Railing Detail � Interior Stair Detail � Veneer tone Detail � Typical Window Detail g 1-HR RATED EXT. WALL 9 2076 CRC R311.Z8 Scale: 3" = 1'-0° As.o 2016 CRC R311J.8 Scale: 3" _]'-0" As o @ CHIMNEY Scale: 3" = I'-0" A5.0 Sierra Pacific or Marvin or Equal Scale: 3" = I'-0" A5.0 UL DES. U305, L'314 Scale: 3" = 1'-0" ss.o (W W W.USG.COM) GRACE — VYCOR PLUS WINDOW WITH NAILING PLANGE (SET IN SFALANT EXCEPT ALONG SILL PtANGE� / � / / / / � / / / � ...__......._ALLY FASTEN AS NECESSARY IN CORNER$ THROUGH GRACE VYCOR P�US i / / � / / EXTERIOR WALL / O / 2 SILL PIATE (SEE VCRDET- 106 FOR OPTIONS) / O GRACE / VYCOR PIUS / / / / GRACE VVCORNERT" OR CORNER PATCH RECOMMENDED (SEE VCRDFT,507 OR VCRDET-504 fOR OPTION$) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTAlLAT10N VIDEO AND PRODUCi DATA SHEETS B. REMOVE RIPCORDO FFOM GRACE VVCOR PLUS FOR EASE OF INSTALLATION C. IF APPLIUBtE, LEAVE RELEASE PAPER ON LOWER HALf OF SILL fLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTIVE BARRIER D. FOR CONCRETE, MASONRY OR WHERE ADHESION IS MARGINAL, USE PERM-A-BARRIERO W8 PRIMER TO PROMOTE VVCOR ADHESION E. CHECK LOCAI BUIIDING CODES FOR WEATHER RESISTIVE BARRIER REOUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BAR2IER TO FORM wATER-SHEDDING LAPS F. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEAIANT FOR WINDOW AND WOOD 6UCK G. DETAIL ALSO REIEVANT FOR GRACE VVCOR V40 AND VVCOR BUTYL ELEVATION v u m a � REGGIO STANDARD C YENT W/INSECT � SCREEN BEHMD (BLK. � N ALUM. SCREEN & VENT) .,� ,� � N � a � � STANDARD BRICK '� MOU�D, TYP. A ti � U N v Q $IDING FINISH S 4+ GRADE LINE (a' �J � V � � H [� W W � � C7 C7 op z z REGGIO STANDARD H H VENT W/INSEGT a Z SCREEN BEHIND (BLK. H ALUM. SGREEN & VENT) � a P7 W SIDING "n � AS PER ELEVATIONS u`.' s", STANDARD BRICK MOUID, TY7. WINDOW FLASHING DTLS. � (N) EXT. WALL VENT DTLS. � Scale: N.A. A5.0 Scale: 3" = 1'-0" A5.0 1" PREFERRED O � � 0 � N O � z w o _.��, r, '� �P4� SIC'✓?fi 5?F:`;GS CRIUF -,SG95 ..:��A�i.��?.p3.;-0 =-tt.s._. .,:!�:_ F�3MO�ir� �S._IG�'. ��:! � fr /� I� form� one DESTC;N ■ PLANNTNC; � .y N Q bA G "C7 .� � � H O � r-i U O � N �' N � 6i � � � � � U �� k � r-i �0 � O q b� Sa � �� l n i-I RS M � C� � W A��O Sheet Sca1e: SeeDetails ROOM FINISH SCHEDULE _ 8._0., �,-0 3._a,. 2_0.. 2.�„ 3._0.. 2,-0,. 5_0,._� 6.-0.. _�.-0.. _2.. ,.. 3-0„ 4,. ,, PAI NT i ROOM FLOORING WALLS CEILING MILLWORK CROWN REMARKS PAINT SPECS. �, � i� i� � i .. r i ,. � �� ENTRY WOOD TBS TBS PAINT TBS TBS iNreRiorts� � �� MAIN ROOMS�. I AURA, NATURA�GREEN OPTION), REGAL SELECT, OR APPROVED E�UIVALENT ! ' - � � 41 : I LIVING WOOD TBS TBS PAINT (TBS) TBS ceiuNcs = � ! � P I I � MUD TILE TBS TBS PAINT TBS TBS wareReoRNe ceuNc anmT, oR naPRoveo eQuwn�eNT —� �� I j � 0 � � BATHFOOMS' - � - �,i I 0 AURA BATH AN� SPA, OR APPROVED E�UIVALENT ; � � BATH-1 � TI E PAINT T � L TBS TBS BS TB S � � � EXTERIORS�. I LL � HOUSE: � � z DEN WOOD TBS TBS PAINT TBS TBS I � ) � Q AURA,REGALSELECT,OR APPROVED E�UIVALENT � � � I�� PWD TILE TBS TBS PAINT (TBS) res ___ CAL GREEN NOTES: ��E��sw,Nao�=,.e•-• PANTRY WOOD TBS TBS PAINT (TBS TBS t Pawrs nrvo conriNcs wiu coMa�v wiTH voc uMirs PeR ccc ga saa_z2 KITCHEN WOOD TBS TBS PAINT (TBS) TBS 2 DOCUMENTATION PROVIDE� THAT VERIFIES COMPLIANCE WITH VOC FINISH 4 B C � E F G GG. H. FAMILY WOOD TBS TBS PAINT TBS TBS MATERiA�s.2o�sc�c§u.soaz.a ioo ioa zoa zos ioz �oa �oa ios ios zoi 2oa io� zoa zio � 3. CARPET SYSTEM INSTALLED IN THE BUILDING IMERIOR WILL MEET THE TESTING � �� '"' , UPPER HALL WOOD TBS TBS PAWT (TBS) TBS AN� PRODUCT RE�UIREMENTS FOUND IN THE 2018 CALIfORNIA GREEN BUIL�ING CODE. P079 CGC §4.504.3 BATH-3 TILE TBS TBS PAINT (TBS) TBS 4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA ___'.___..._"_"__ __ _'__ BED-1 WOOD TBS TBS PAINT (TBS) TBS RECEIVING RESILIENT FLOORING WILLCOMPLY WITH THE CALIFORNIA GREEN 2, O„ � BUILDING CODE REOUIREMENTS. 20t9CGC §4.5044 LL BED-2 WOOD TBS TBS PAINT. (TBS) TBS 5. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD d � � BUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 3'-0" 6'-0" 3'-0" 3'-0" 4 3'-0' 4�� o � � OFFCE/PLAY WOOD TBS TBS PAINT(TBS) TBS so�accc§asoas 80' z'-" 2'-6" 2's" 4�e" 4 2's" 3`0" COMPOSITE W000 PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE � M.BATH TILE TBS TBS PAINT TBS TBS s neRoso� aniNrs nNo conriNcs sHn�� nneer THe PRooucT-weicr+reo MiR _� __) LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.3 — ?- {--- M.BED WOOD TBS TBS PAINT (TBS) TBS � nor+esives, sen�nNTs nNo cnu�Ks useo oN THe aRo�ecr sr+n�� Fo��ow � I'� ; �� m� m � �, f LOCALAND REGIONAL AIR POLWTION OR AIR �UALITY MANAGEMEM STANDARD6 � � � � � � � M. CLT. N/pOD TBS TBS PAWT �TBS TBS zois ccc gasoaz.� �� _ _ � I � � � � M. CLT. WOOD TBS TBS PAINT (TBS) TBS i � I �� T TB PAINT T w I � I 4 -- � i ROOM FINISH SCHEDULE , 0 ' ' � i '� r E�E=g i Scale: NA . 49.0 � / 3' 0" � i � EXTERIOR DOORS & WINDOWS "Mv -� �EM`_`\ �` 'E I. J. K. L. M. N. S. 108 109 1�0 1�1 '112 113 114 200 205 21t 206 LOCATION DOORS DETAILS HDWR. REMARKS NOTES �� .�� ,��< ,�� DOOR SIZE MATERIALS WxH TVPE SYM. CORE Ex7. RN. iNT.FIN. GLASS HEA JAMB SILL TRIM TVPE FIN. f00 ENTRY 6'S"XB'-0'VIF ENTRV.DR. A DF �AINTISTAINpRIMEO �OE(� SEEOETAILS STO. BD NOTE:12rp5 t.WODD;CLADSIERRAPAGIFICWINDONAANDDOORS,WITHS.0.L314' 101I ENTRY �'�0'X]'-0" ANRJ. B PINE CLAD/LINEN p IME LOE SEEDETAILS STD. HITE NOTEp1 MIINTINBHRS 2. EGRESS PER COOE ��p21' ENTRY ]'��X2'8" AWN. C PINE CLAD�LINEN PR�MEO �OE_ SEEDETAILS STO. ITE NOTE�i 3.DOORBVSIMPSONt)]St20REQUAL.VERIFV�E5IGNWRHONMER& 'u'�'� MUD 3'�0'XT-0'VIF ENTRY.DR. D Df CLAD/LiNEN pRIMEO LOE(T) SEEDETAILS SiD. TBD NOTEMI DESIGNER 4. VERIFY OPENING SIZE W� CONTRACTOR S'-O�� Z� 0�• O PW� 3'�0'Xd'-0' D.H E PINE CIA�/LINEN RI LOE SEE�ETNLS STO. ITE NOTEMt S.PRIVACYGIASS �p5 KITCHEN — 5'-0'XS'-0' Cr15E1�HMF/ F PINE CLA��IINEN pRiMEO LOE SEEOETnIIS SiO. HITE NOTEYt 6.DOORBVSIMPSONV.WOCOOROREO. N� � .' - _— ___ _—_ _._- ___. J. NA . O 106 DINING � 5'-0'XS'-0' CASFJ�H(VIF) F PINE CIA�IUNEN pRIMED LOE SEEOE?AILS STD. ITE NOTE01 qRTISANOMABOVEt1NITTOBELEADEDWiN00WMADEBYLOCAL :/ / \ O ��1 DINING 8'-0"%5'-0" DH. M PINE CIAD�LINEN pq�MED LOE SEEDETPILS STD ITE NOTECi g,ryq LL 108 FAMILY 12'-0"%B'-8"VIF FRENCM I Df CLA�ILINEN pRIMED ��E�n SEEOEiAllS STO. T9D NOTEkt �O.NA � Z 109 FAMILY J'-0"XS'-0" D.H J PINE CLA�rLINEN >>-(')FIELDMEA6URE _- Q—__._.._____..___.______ . . PFIM lOE SFEOETAILS STO. ITE NOTE#t �,' � 110 FAMILV 3'-0"%5'-0" DH J PINE CLA�ILINEN pRIMED LOF 3EEDETAILS STD. �TE NOTEk HARDWAREFINISNSPECIFICATION'. 111 DEN 8'-0"X6'-6" VIF D.H. K P�NE CLAO/LINEN ENTRVDOOq HAROWARE'.(6VOWNE0.jANDINSTHLLEDBYCqNTflACTOR � � PftIMED �� E SEE OETPILS STD. MITE NOTE R1 WINDOW HAROWARE: WHITE, TVP. (VERIFV WI OWNER) � � >>2 LIVING z�-e^xs�-a- o.n � PiNe e�noruHEN pHiMEo �oe seEOElni�S sro. HirE HorEri CAL. GREEN REQUIREMENTS � � \ i 1.MANDATORVU-FNCTOR(OSB)FORFENESTRATIONqNDSKVIIGHTS — ��"""'" it3 LIVING 2'-6'XS'-0" O.H L PINE ClAO/IINEN pq�ME� LOE SEEDETAILS STD. HITE NOTEkt �/ §150 0 (� �O LIVING 9'-4'%5'�0"VIF O.H M PINE CLAOILINEN pRIMED LOE SEE�ETAI�S STD. RE NOTECi 3.RE�UCEU-FACTOR�032)ANDSHGC�0.25)FORHIGHPERFORMANCE _- ......_______.. __ " . - ._ .____.._. ._ .. . •'^ OPTON FOR 9LIOINOOR SWINa SAFETY GL4ZING NOTES (CRC R308.4) T U. 200 BATH-3 3'-0' X 5'-0' O.H. N PINE CLAD/�INEN pRIMED LO E(� SEE DETAI�S STD. HITE NOTE i1 A_ A�L SLIDING � SWINGING GLASS DOORS TO HAVE SNFETV GIAZING. 002 300 301 3�2 201 OFFICE fi'-0'X5'�0" O.H. G FINE CtADILINEN B.GLPZINGINSHOVVER?U&'SAUNNROOMS�ESSTMAN60"ABOVETHE PRIMED LOE SEEDETAllS STD. NITE NOTEktitl2 STANOINGSURFqCEANDLESSTHAN60'MEASUREONORIZONTIA�LV �� - .. . FROM THE WATER'S EDGE OF A BNTHTUB, HOT TUB. SPA, WHIR�POOL OR O 203 M.BATH 2'-pX3'-0' RNM B PINE CWd'LINEN � - SWIMMINGPOOL. PIM LOE SEEDETAILS STp ITE NOTEYi 1HEFLOOR�iHINN2C"qRCOFADOORTHRTI5LE55THAN60'ABOVE EXT. DOORS & WINDOWS ELEVATIONS 4 Q 204 M.BATH 3'�0'XS'-0' D.N. GG GINE CLAD/LINEN pRIMEO LOE(n SEEDETAILS STD. ITE NOTEMt LL 205 M.CLT ]'�0'XS'-0' D.H. N PINE C�AD/LINEN O.GLPZINGNMERETNEEXPOSEOAREAISGREATERTHhNBSO.Ff., SC2If: II4��=1'O�� IME LO E(n SEE DETAIIS STO ITE NOTE tlt BOTTOM IS LESS TMAN 18' ANO AT LEAST J6' ABOVE THE FLOOR. AND .A�I.O 0 206 M.BED 6'�0'XS'-0' DH�ANMING 5 p�ryE CLN�'LINEN pRIMEO LOE SEEDETAILS STD ITE NOTEk1�d`I A��ACENTTOWALKINGSURiACES Z ---...__ _._._ .___ ____.. __ __. - E.VNTHIN80'OFTHEBOTTOMTREAOOFASTqIRWqYNN�LE55TNAN36" Q ABOVE TNE FLOOR V I F i. DOOft BY CNAMPION, TRUSTILE, OR SIMPSON OOOR OR E�UAL, U 240 BED-3 8'�0° %5'-0" O.M. H PINE CU�ILINEN F. GtPZING IN GUARDSB RAILINGS. � VERIFV DESIGN W/ONMER 8 �ESIGNEft �y __ ,___ __ __ PRMEO LOE SEEDETAILS _. _ STD. ., HITE NOTEt1�M2 _ G.GLPZINGADJACENTTOSiFIRWAVS.lAN01NG5,AN�FAMPSIMTHIN36' 220MIN.FIRERATED,WITHSELFCLOSINGHINGES, N 2 BATH-2 1'�0' 10' AWN. B PINE CLAD/LINEN IMEO LOE SEE�ETAILS _ STD ___ ITE _, NOTE#1 HORIZONTALIYOFTNEWAIKNG WEhTHERSTRIPPING,ANDTHRESHOLD,ASREDUIqE�. - � -- SURFAC'c lESS THAN 36" ABOVE F N SM FLOOR. 3 TEMPEREO GLAZING IN DOOftS WITM G�NSS, TYPICAL. 210 BED-Z B'-0'X5'-0' � D.N. H PINE CLADILINEN pRIME� LOE SEEDETAILS STD. HITE NOTEi1+�d2 4.PAINTqLLHEADAN�80TTOMEDGES,TYPICAL. 211 BED-1 8'�0'XS'-0' DHIANMING 5 PINE CL4D�LINEN pRIMEO LOE(n SEEpETAllS STD. HITE NOTEAtat1 5.(')=VERIFYINFIElpBEFOREOROERINGALLIINITS --. _---___.__._ _-_— _ ___. _._.._ __. 6.VEFIFYOPTIONACCOSTOf1-318"T01-3/4"THICKUNITS 1-3J8�� SOL�D CORE � PLL POCKET DOOR FRAMES TO BE (Hl6H ENO GRAD£f PAINT GRADE � W2 GARAGE 5'-0"%]'-0'bIF FRENCN T DF CLHD/LINEN pRIMED LOE(n SEEDETAILS STO. BO NOTEAI Q—__'___-"-___ _ .___._. . — __ Q � () 300 ATTIC 1'-0"%2'-0" AWN. U PINE ClAOILINEN pq�MED STAND. SEE�ETAILS STD. HITE NOTE01 - ___"._ _..___ .__._____ __' � 301 (�,TT�C 2'-0"X2'-0' ANM. U PINE GlAOI�INEN ...��'�� --- �---�'�_�"— -'-� "..��---_ F PRIMED STAND. SEEOETAllS 9T0. HITE NOTEYi SQ. CORNfR 3.5" Q 302 ATTIC 3'-0'X2'-0' AWN. U P�NE CIAD�LINEN pRIME� STqN�. SEEDETAILS STO. iiE NOTEtlt HINGES TVP_ (EMTEK) EXT. DOORS & WINDOWS SCHEDULE s�a�e NA A90 --- DOOR HEIGHTS: (VERIFY) FOR COST A. INTERIOR DOORS (TBD) ALLOWANCE s�a,e: 12��=,�-�� .490 APPLIANCE SCHEDULE NOTE� AtLOWnNCE HND IN9iALLE0 Bv PILOWANCE, CONTRACTCR TO iNGLLI�E BLOCKING I ROUGH-�N n5 NEEDE� vEF9PEC 6HEEi6 ROOM APPLIANCE TYPE MANUF. FINISH MODEI # 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. o (N) DISHWASHER T.B.D. T.B.D. T.B.D. T.B.D. (N) DISPOSAL _ T.B.D. T.B.D. T.B.D. W/AIR-SVNTCH AS COUNTER, TYPICAL a (N) MICROWAVE T.B.D. T.B.D. T.B.D. T.B.D. LL (N) U/C WINE COOLER T.B.D. T.B.D. T.B.D. T.B.D. ------ ------- --- -- — — --- — - (N) DOUBLE OVEN T.B.D. T.B.D. T.B.D. T.B.D. MUD (N) WASHER T.B.D. T.B.D. T.B.D. T.B.D. (N) DRYER T.B.D. T.B.D. T.B.D. VENT TO EXTERIOR PER CODE W/ BACKDAMPER, PER CODE APPLIANCE SCHEDULE S�a,e: NA 6 A9.0 Vi u C � 0 � � ., p '.�, ii v C a o ,�„ � � � �� .. �. U N 0 , x �� ; ww �� Z Z H H � � H a' � � � QJ � � I N � 0 � N O �� z a � I j� �� V + form+ one :FSTf;N ■ ➢i,ANNI 0 � � U O G � �' � �� r-i rtl (0 O S� � � C� C � � �� M S-1 ro r� a �7 � m � � � � �1 U � � � .� [7-� t:, ♦ • �� Sheet Scale: SeeDetails NOTES SEE WNNJ.GP.COM FOR TECHNICALSPEC'S,SEE'.ULU305, GA WP 3605 BLUEIABELCEDAR SHINGLES,SEE ELEVATIONS APA RATED SHEATHING EXPOSURE 1 �' PLYWOOD OR OSB q" DENSGLASS "FIREGUARD" SHEATHING R-13 FIBERGLASS BATT INSULATION �d 2x4 �" DENSARMOR PI.US FIREGUARD, OR TOUGHROCK FIREGUARD GYPSUM BD. APPLIED VERTICALLY OR HORIZONTALLV TO STUDS W! 1-7/8" 6D COATED NAILS 7" O.C. STAGGER JOINTS EACH SIDE MIN. 2X4 STUDS @ 15' O.0 EXT. WALL DETAI LS �� HRRATE�> , (EYTERIOR & IN TERlOR) Scale: 3" = 1'-0" G 1.0 GARAGEDOOR --��-RIDGE TO KEEP (N) OUT WATER PAVER GARAGESLAB jI`"DRNEWAY� �s � 8 __..._�/2"ISOLATION p . JOINT p � 4� e Zg ' —�-�NO COLD JOINT a e ¢ U � ` � < � ¢ „ , '� � < n w a uwi , _ .�SEE STRUCTLAL PLAN FOR WIDTFi GARAGE DOOR DETAIL � s��e: iiiz„=i,-o„ Gi.o PROPOSED REAR ELEVATION 4 Scale: 1/4" = I'-0" G 1.0 � � z O � _ _ _ _ t5_BUILDINGHEIGHT MIN. 40 YR ASPHALT—� RIDGE HEIGHT SHINGLES W/ 15# ASPHALT FELT U/L, PER CODE I G.S.M. OGEE GUTTERS (WHITE) FINISH. TVPICAL W/ ROUND DOWNSPOUTS EVE OV�RHANGS W/ IN—� 24" OF PROPERTV LINf TO PROJECT NOT MORE THAN 4" 20�6 CRC R302.� EXP u4 � (N1 WD. 6.0" � PENCE I CEDAR SHINGLE SIDING (BLUE LABEL) � � 0 LIMIT , TP_ _ CONC PROPOSED LEFT ELEVATION 5 s�d�e: iia„ _ �.-o„ �to z � 0 I � � �, ATTIC il -- ARCHITECTURAL ASPHALT SHINGLES GRACE UNDER- LAYMENTTYP,TYP PRE-FAB TRUSSES (c� 24" O C G.S. M. OGEE GUTTERS, TYPICAL /� W! ROUND DOWNSPOUTS GARAGE �-HOUR RnTED EXT WALLSYSTEM,TYP. (N) WD 6�_�,� FENCE GARAGEFLR CONC. PAD THICKNESS 4" W/ MIN.4 MIL. VAPORBARPoER PROPOSED SECTION 6 Scate: 1/4"=1'-0" G1.0 1 HR FIRE RATED ;' BOTH SIDES (SEE DETAIL) � G1.0 6 _ _ _ 6 G1.0 � _ _ G1.0 !� 5 �4 WAII W/� G1.0 TYP. X GYP. BD. j SVSTEM TO BE II 3'-2 tl4' �- HR RATED � 7'_3'— ___ � R-15 BATT INSL TYP 3 - IN WALLS �� G1.0 5/0 GARAGE � (� TEMP. 5�con�cw�naaFiovEo uJ O � VRPoR BIRRIER �, �J � � 12l0 O.H � II � GARAGE �OOR � I� z Y � MIN. 10'-0" FROM �OT TEMP. � � � LINETODOORREQUIRED pt� ti I I � I I Iw I � � � FIECT. CAR CHARGER I i� °i I GARAGE ELECT. PANEL � iI I I I � � i 8 Z G1.0 II �� G1.0 �i., � 2�-�o vz�� ,s-a�� 'I z-,o vz. i�a�� PROPOSED GARAGE �, Scale: 1/4"=1'-0" G1.0 � �' 7 O �5' BUILDING HEIGHT LIMIT RIDGE HEIGHT - —� MIN. 40 YR ASPHAL7 12 SHINGLES W/15# 7 � — ASPHALT FELT U/L, � PER CODE T.P. _ i � . � i . COPPER LIGHI DOWNLITE, W/ ANT GLASS i PAINT GRADE -� I �I WD. GARAGE DR. ! WD.PLINTH TYP. 1 � A' �' � PROPOSED FRONT ELEVATIO,Pd1 Scale: 1/4" =1'-0" G1.0 w7 z 0 _ _ _ _ _ _ _ J, 15' BUILDING HEI� G.S.M. OGEE GUTTERS (WHiTE) FINISH, TYPICAL W/ ROUND DOWNSPOUTS EVE OVERHANGS WI IN 24" OF PROPERTV LINE TO PROJECT NOT MORE THAN 4" 2016 CRC R302.1 EXP. #4 (N) WD. 6'-0" FENCE CEDAR SNINGLE SIDING iBLUE LA6EL) RIDGE HEIGHT � MIN. 40 YR ASPHALT SHMGLES Wl 15# ASPHALT FELT U/L, � PER CODE {� G.S. M. OGEE GUTTERS 1 (WHITE)FINISH.TYPICAL IW/ROUND DOWNSPOUTS T.P. ' � I — EVE OVERHANGS W/ IN 24" OF PROPERTY LINE TO PROJECT NOT MORE THAN 4" 2010 CRC R302.1 EXP_ #4 �N� wo s� a� �4 FENCE CEDAR SHINGLE SIDING (BLUE LABEL) PROPOSED RIGHT ELEVATIOI� Scale: 1/4" = 1'-0" GI.O � ro ° �, C a �. � � C a p { n, n. Q i.. w � „ E-+ E� W [x7 � � zz H H q az H �a W w O � I N � O � O � Z a , � � ' � / �� ,� form� one �F:; �c;;v ■ cr An;nrNr, N � � � "O � O f1. O � � E. O N � U O � � �' � � � � � � � � N � � x � � ro ro O S � b� �-+ Ga C Sa rl � � � r0 M 7 C7 � W G1.0 Sheet Scale: SeeDetails PLANT LIST SVM. SCIENTIFIC NAME COMMON NAME QTY. SIZE/ SPACING GROWTH WUCOlS A MAGNOLIA GRANDIFIORA'LITTLE GEM' sourHEaN rnnGNotin 2 2a' eox slow e CERCIS OCCIDEN7ALI5 wESiFRN RE�8U0 is cnuoN moo. vi . D TRISTANIA LAURINA SWnMPN,YRTtE iREE 1 2d' BOx mOD. M E LAURUS NOBIIIS'SARATOGA' $TD GaEqnN tnURE� � 15 GntwN Moo. � 1 NARCISSUS SPP. onrfoon 8 i Gn��oN rnsr vt z 2LAVANDUL4ANGUSTIFOLIA'HIDCOTE' eHcusnuv[No[x � icnuoN moD. l ��" 3 SISYRINCHIUM BEILUM BIUE-EYED GRA55 41 1 GAIION MOD. VL ,�„ ._._ —____._—....___.._._.._.__. ___ _—_ —_—__ ._— 5 ROSA �ICEBURG� ICEBURG ROSE 18 5 GALION MOD. M � _..___`__— --"_______.__'""_"..... .._'—_'_— _"_.._... _ 6 ERYSIMUM'BOWLESMAWE' eowlEsmnwewnur�owER lZ 5cnuoN rnsi t � 8 PRUNUSCAROIINIANA'COMPACTA' CaaouNnUUREt iz S�nuoH fnsr t " 10 PIi"fOSPORUM TENUIFOLIUM ainosPoauM � s cnuoN MOD. 11 LOROPETALIUM CHINESE'PLUM DELIGHY rawc[ rlowEa v s GnuoN moD. � 1 2 LAURUS NOBLIS ca[anN �.aux[i 2 5 cnuory Moo. BOLERO �IUS BLEND, CONTACT DELTA BLUEGRASS CO. (800) 63�-8873 sas so. rt zous siow H z ' LAWN NOT �NCLUDED W LOW WATER �OUNT CALCULATIONS, SEE AREA CALCS. 3 5 " IF THERE I$ NO WUCOLS VALUE SEE COIUMN *" FOR WATER USE TOTAL� 126 L& Vl TOTAI: 97 76% GENERAL NOTES 1. CONTRACTOR SHALI OBTAIN ALL PERMITS NKESSARY TO COMPLETE PROPOSED WORK PER CITY REQUIREMENTS. 2. CONTRACTOR SHALI VERIPY ALL GRADES ON SITE, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, SITE IMPROVEMENTS, WEATHERPROOFING AND UNDERGROUND PIP�NG BEPORE CONSTRUCTION BEGINS. 3. WORK WITHIN THE RIGHT OF WAY IS SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. CONTRACTOR SHALL OBTAIN AN ENGROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO WORK WITH�N THE RIGHT OF WAY. THIS WORK rnAY INCLUDE LANDSCAPING IN THE RIGHT OF WAY, NEW CURB DRAINS, AND PARKING STRIP. 4. FINISH GRADES SHAL� PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SHALL BE PROPERLY INSTALLED TO PREVENT ANY STANDWG WATER. ALL HARDSCAPE SHAIL HAVE A MINIMUM GRADE OF 2% UNLESS NOtED OTHERWISE. IUTE MESH EROSION CONTROL NETTING SHALL BE USED ON AlL 3:1 OR GRATER SIOPES & STAKED APPROPRIATELY. 5. CONTRACTOR SHALL PROVIDE PROTECTION FOR E%ISTING TRESS BY INSTALLING TEMPORARY FENCING AROUND THE TREES AS CIOSE AS POSSIBIE TO THE DRIPLINE. IN THE EVENT THAT 7HE TREE ROOTS OVER 6" ARE DISCOVERED, THE DESIGNER RESPONSIBLE FOR LANDSCAPE DESIGN. 6. CONTRACTOR SHALL REFER TO ARCHITEQURAL, CNII, 8 OTHER ENGWEERING DRAWINGS & DOCUMENTS POR WORK IN RELEVANT AREAS. 7. THE LANDSCAPE DESIGNER MAY MAKE SITE OBSERVATIONS DURWG CONSTRUCTION BUT SHALL NOT BE UTILIZED TO SUPERVISE CONSTRUCTION ONSITE. 8. THIS PLAN IS NOT A SURVEY OR CONSTRUCTION DOCUMENT. IT IS CONCEPTUAI IN NATURE AND SHOULD BE USED POR PLANNING PURPOSES. PLANTING NOTES l. LANDSCAPE CONTRACTOR SHALL VERIPY PLANT AND SOD QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. 2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST STANDARDS OF NURSERY STOCK. PUBLISHED BY THE AMERICAN NURSERY 8 LANDSCAPE ASSOCIATION. 3. PIANT MATERIAL CANNOT BE GUARANTEED DEER RESISTANT DUE TO CHANGING HABITS OF DEER. 4. ALL PLANTING AREAS SHALL 8E COVERED WITH LAYER OF BARK MUICH TO MINIMUM DEPTH OF 2 INGHES, WITH A CHIP SIZE OP NO LE55 THAN 1 INCH. A 2 MCH IAYER OF GREENWASTE MULCH UNDER THE BARK IS RECOMMENDED. 5. SOII AMENDMENTS SHALL BE USED AS NECESSARY. SOIL AMENDMENT SHALL BE FREE OF DEBRIS. ROCKS LARGER THAN 1 INCH DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS ARE NOT PERMITTED IN TYPICAL NATNE PLANT LANDSCAPE AREAS. 6. PLANTING HOLES SHALL GENERALLY BE 2H-3X THE SIZE OF THE ROOT BALL. THE WALlS AND BASES OF PLAN HOLES SHALL BE SCARIFlED. HOLES SHALL BE BACKRILED WITH 5% ORGANIC COMP057 & 95% EXISTING SOIL PLANTING HOLES Of NATIVE PLANT MATERIALS SHOULD BE INOCULATED WITH MYCORRHIZAL FUNGI, PER MANUfACTURER'S SPECS. 7. TRESS SHALL BE $TAKED WITH TWO PRESSURE TREATED 2" DIA. POLES. TREE TRUNK SHAIL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE-EIGHT BETWEEN TRUNK AND STAKE. 8. RESIDUAL WEED PRE-EMERGENT SHALL BE APPLIED BY THE CONTRACTORS AS NECESSARY. APPUCATION SHALI BE ACCORDING TO MANUFAQURE'S WSTRUCTIONS. 9. LAWN SHALL BE INSTALLED ON SLOPES GREATER THAN 25%. ALL TURF AREAS SHALL BE FERTIIIZED AT TIME OF INSTALLATION. (N) GRAVE� 8 STONE 3' 0 FIRE PIT (N) O D. KITCHEN 3' (N) 24X24 STEPPMG $TONE$ ON SAND BASE, TYP. (N) 6' REDWOOD GATE TO REARYARD (N)PERMEABLECONC. PAVERS (N) 6' REDWOOD FENCE (HAPPY NEIGHBOR DESIGN) (N) DRIVEWAY GATE (N) 6X6 STEE� POST (N) 36" RAILING (N) STONE PORCH 8 STEPS _,__-�� I _� _ ___�-(E)CONC.SIDEWALKTOBE - �-�-" � �- �- -- --"--- � RECONFlGURED, PER CITY (N) ALTERNATING 12%48 & STANDARDS 12X60 STEPPING STONES ON SAND BASE, TYP. ----�-(N)CONC. DRNEWAv APPROACH, PER CITY STANDARDS DRAKE AVE. PROPOSED LANDSCAPE PLAN � Scale: I/8"= 1'_0" L1.0 � 0 � � � � x 5 � .�.,.��,�.� E H W W u] cn C� C 7 zz H H � � H � a W R� O � � N � O I � N O � � a ., ._.�� , � J8a_' :_:,/E� sz�._':�� oF;'tE .�: , e:oa�. e'.,: �ai:, . tits. � - _-ma11: T_��YiCFo�'tt4oYbGE�IC•:-_CO^.1 � �� V ' form+ one CCi �:.. N i�. � U � 'C7 � � 'b a� � 0 �. a a a, E O N �-+ U O C N d' � �� "i3 C � N FC u� � U a�' � � � � x E � � ro o s� � � ❑ � � � �� ro � � � � � Z.l .� sheet Scale: See Details IRRIGATION LEGEND $YM. DESCRIGTION P51 GPM REMARKS s HYOROZONE #/ WATER USE ( VL, L, M, OR H) - �vt�- vEav low, �� tow, Etc. t � WEATHERMATIC SMARTLINE $ERIES GONTROLLER w/ wnr[R sTnrioN FE8C0 825Y REDUCED PRESSURE ASSEMBLY vs mnx. � w/ snwoFr va�ves SHUT-OfFVALVE a0�ioo aRnsseAuvntvE � IRR�TOL 100 $ERIES CONTROL VAIVE eo-�00 w/ GtoBE vqivE ❑ FILTER/ PRESSURE REGUTATOR ns Neeoeo Pea rnra�s sve<s. 1♦ HUNTER MPR40 BODY W/ MP ROTATOR $ERIE$ ao-Ss .o�-2.a3 i.C; Coan[a, i.i'� ip0o erC. - PVC SCH 40 MAINUNE ao-ioo s[[ PUNroasinNc - PVC SCH 40 L4TERAL PiP�NG 3o-ss sizwc rso ev coNrcncroa v� FLEXIBIE DISTRIBUTION �INE siziN� rao sr corrranaoz ___= PVC SCH 40 SLEEV�NG ur+oea nu PnhNc oa wnus IRRIGATION NOTES 1. THE CONCEPTS ON THE IRRIGATION PLAN ARE SCHEMATIC MINIMUM REQUIREMENTS, THE FULL EXTENT OF WHICH ARE TO BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ADIUSTMENTS AS NECESSARY BASED ON ACTUAL SITE CONDITIONS. 2. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED PER MANUFACTURER$ SPECIFlCATIONS. 3. THE IRRIGATION SYSTEM SHAIL USE PRESSURE REGULATORS AS NEEDED TO KEEP ALL COMPONENT$ WITHIN PSI RANGE, PER MANUFAQURE'S SPECIFICATIONS. 4. CONTROLLER TYPE SHALL BE A SMART CONTROLLER. RAIN SENSORS AND/ OR WEATNER STATIONS ARE RECOMMENDED. 5. CONTROIIER SHALL BE SET TO IRRIGATE BETWEEN THE HOURS OF SPM & 10 AM. CONTROLLER $HALL BE $ET TO IRRIGATE DEEPLY AND LE55 FREQUENTLY TO ENCOURAGE DROUGHT RESISTANT ROOT GROWTH, IRRIGATION SCHEDULE TO BE DETERMINED BY AUDITOR./ CONTRACTOR. 6. PIPING BETWEEN THE WATER METER AND A REDUCED PRESSURE ASSEMBLY SHALL BE BRASS OR COPPER TYPE'K'. 7. THE BOTTOM OF THE REDUCED PRESSURE ASSEMBLY SHAIL BE INSTALLED MIN. 1 2' ABOVE THE GROUND. 8. A 100 MESH fILTER SHALL BE INSTALLED ON THE MAINLWE BEFORE THE REDUCED PRESSURE ASSEMBLY. 9. VALVES SHALL BE HOUSED IN WEATHER-PROOF PLASTIC BOXES, WITH LOCKABLE LIDS MARKED WATER. 10. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH WATERPROOF PIASTIC WIRE NUTS. 1 1. MAIN SUPPLV LINE$ & FITTINGS SHALL BE PVC SCH 40, SIZE AS NOTED ON PLAN, BURIES 1 2" - 16" DEEP. 12. LATERAL SUPPLY LINES & FITTMGS SHALL BE PVC SGH 40, SIZE T.B.D. BY CONTRACTOR, BURIED 9"- 1 2" DEEP. 1 3. FLEXIBLE POLY PIPE TO BE 1/2" - 3J4", DETERMINED BY CONTRACTOR. ALL t/4" FLEXIBLE DISTRIBUTION LINES TO BE A MAXUMUM OF 5'-0" W LENGHT & ARE TO BE STAKED. 14. BUBBLERS SHALL BE SPACED TO CREATE AN EVEN WET ZONE ABOUT THE SIZE OF THE CANOPY OF ALL NEW SHRUBS, NEW TRESS & EXISTING IMMATURE NON-NATIVE TREES. BUBBLERS SHALL BE PLACED TO AVOID AS MUCH AS POSSIBLE IRRIGATION OAK TRESS & ANY OTHER EXISTING, MATURE NATNE OR DROUGHT TOLERANT PLANTS. 15. HOSE BIBS SHALL BE MOUNTED ON GALVANIZED STEEL RAISERS 30" ABOVE FINISHED GRADE. SECURE TO A#4 STEEL BAR DRIVEN 18" INTO SOLID GROUND. 16. CHECK VALVES SHALL BE INSTALLED ON ALL DOWNHILL DRIPLINE & DISTRIBUTION LINE. 17. THE RISERS FOR SPRINKLERS ON SlOPES SHALL BE SET APPROXIMATELY PERPENDICULAR TO THE PLANE OF THE SLOPE. 18. IP LOCATION OF A SUPPLY LWE WTERFERES WITH THE DR�LLING OF THE PIANT HOLES, THE PLANT HOLES SHALL BE LOCATED AS TO CLEAR THE SUPPLY LINES. 19. THE CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ENSURE PROPER COVERAGE AND PREVENT WATER RUN-0FF. 20. ALL SPRAY AND DRIP ZONES TO BE MIN. 5�-0" AND PREFERABLY 10'-0" AWAY FROM OAK TREE TRUNKS. (N) co 7 � (N) PRE A5: v � ro Q L� C 0 � 41 � � N x 5 � ��,_ E-� H W W � � C_`7 C� zz H H a Z H � �a mw O � � I N � O � N O z W o` _ .�, „ � � �/ ' I � '�-�'�� v form+ one �FST(;N ■ 2T,AN DRAKE AVE. PROPOSED IRRIGATION PLAN , Scale: 1/8"= i'-0" Ll.l � � O .� bA .� '� a� � 0 n. O �1.�. v O N �--� U O � � �' N � O� � � � cn > U a � � x � � ro ro o s� � .� ca � � .a ,� �o � M � c6 M � U r-I W L1.1 SheeY Scale: SeeDetails