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Home My WebLink About1745 Hunt Drive - Plansfi � 0 � � C otta e � BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU PERMIT REVISION: ISSUE DATE: 2/9/2022 INITIAL SUBMISSION vsno22 REVISIONS NO. OATE NOTE THIS DOCUMENT CONTAINS COTTAGE'S INTELLECTUAL PROPER7V. ALL INFORMATION CONTAINED HEREIN SHALL BE KEPT STRICTLY CONFl�ENTIAL AND SHALL BE THE EXC WSNE PROPERTY OF COTTAGE. AN� MAY NOT BE REPRODUCED. DISTRIBUTED, OR DISCLOSED IN ANY MANNER WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF COTTAGE. B 202t COTTAGE. ALL RIGHTS RESERVED. RE� ��/ED FEB 1 0 2022 C�7Y OF BURLINGANT CDD-PL,qNNING Gi l,! 0 � l 0 ABBREVIATION ABAN ACC ACST ACT H�DL ADJ ADMIN AFF AHJ AHU ALT ALUM AMP ANOD APPftOX ARCH A58 ASPH ASSY ASYM AUTO AUX AV BD BDRV BLDG BLK BLKG BLKT BLR BLW 80 BOT BSMT BiWN BV CTOC CD CER CHK CIP CL CLG ClR CNCL CNOS CNTR CO CO COL CONC CONSTR CONTR CPT CTR CTRL DET DIA OIAG OIFF DOM DR DW DWG ox D%OUT EA ELEC ELEV EQ EXG EXP EXT F81 FA FD FF FIN FIXT FLMT FLR FLUOR FO FOC FOF FOS FR FSTNR GALV GB GEN GFRC GLZ GNB GVP HDW HDVVD HM HO HORIZ HPL INCL INSUL INT U1M lAV LRG LT LT SW LT YV� LV MATL MAX MECH MEZZ MH MIRR MTD MTL MULT NOM TERM ABANDON ACCESSIBLE ACOUSTIC ACOUSTCAL CEILING TILE ADOITIONAL ADJACENT ADMINISTRATION ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT ALTERNATE ALUMINUM AMPERE ANODIZE APPROXIMATE ARCHITECT ASBESTOS ASPHALT ASSEMBLY ASYMMETRICAL AUTOMATIC AUXILIARY AUDIO VISUAL BOAR� BOUNOARV BUILDING BLOCK BLOCKING BLANKET BOILEft BELOW BOTfOM OF BOTTOM BASEMENT BETWEEN BALLVAIVE CENTER TO CENTER CONTRACTDOCUMENTS CERAMIC CHECK CAST-IN-PLACE CENTER LINE CEILING CLEAR CONCEALED CONDENSATE COUNTER CARBON MONOXIDE CERTIFICATE OF OCCUPANCY COLUMN CONCRETE CONSTRUCTION CONiRACTOR CARPET CENTER CONTROL DETAIL OIAMETER DIAGONAI DIFFERENCE DOMESTIC DOOR DOMESTIC WATER DR4WING DUPLE% DUPLEX OUTLET EACH ELECTRIC ELEVATOR E�UAL EXISTING EXPANSION EXTERIOR FURNISM FND INSTALL FIRE ALARM FLOOR DRAIN FINISH FLOOR FINISH FIXTURE FLUSH MOUNT FlOOR FLUORESCENT FACE OF FACEOFCONCRETE FACE OF FINISH FACE OF STUD FIRE RATING FASTENER GALVANIZED GRAB BAR GENERAL GLASSFIBER-REINFORCED CONCRETE GLAZING GVPSUM WALLBOARO GYPSUM HARDWARE HARDWOOD HOILOW MEfAL MOLD OPEN HOR20NTAL HIGH PRESSURE PLASTIC LAMINATE INCLUDED INSULATION INTERIOR LAMINATE IAVATORY LARGE LIGHT LIGHT SWITCH LIGHPNEIGHT LOW VOLTAGE MFTERIAL MAXIMUM MECHANICAL MEZIANINE MANHOLE MIRROR MOUNTED METAL MULTIPLE NOMINAL STANDARD ABBREVIATIONS ABBREVIATION TERM NTS NOTTOSCALE OC ONCENTER OFCI ONMERFURNISHED,CONTRACTORINSTALLED OPNG OPENING OPP OPPOSITE OPT OP710NAL PART PARTIAL PL PROPERTV LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLVWOOD PRCST PRECAST PREFAB PREFABRICATE PT PAINT PTN PARTITION R RA�IUS REF REFERENCE REFR REFRIGERATOR REINF REINFORCE RE�O REQUIRED RESIL RESILIENT RM ROOM RO ROUGH OPENING SALV SALVAGE SBSTR SUBSTRATE SCHED SCHEDULE SCHEM SCHEMATIC SECT SECTION SEG SEGMENT SIM SIMILAR SPKLR SPRINKLER SPKR SPEAKER SST STAINLESSSTEEL STD STANDARD STL STEEL STRUCT STRUCTUR4L SUB SUBSTITUTE SUSP SUSPEN� SW SIMTCH SVM SYMMETRICAL TEL TELEPHONE TEMP TEMPORARY TO TOP OF TYP TVPICAL UNFIN UNFINISH UON UNLESS OTHERWISE NOTED VAR VARIES VAV VARIABLEAIRVOLUME VERT VERTICAL VIF VERIFV IN FIELO W/ 1MTH wio Nnn-iour wo w000 WLD VVELDED WP WATEftPROOFING STANDARD SYMBOLS GRAPHIC SCALE 0 6 2' 4' 8' 16' n�� VIEW TITLE ve. s�aa � ra„m.w...� cawm.M.-+.< �/�/ i Uew Name /�/� , ue.v Stale BREAK LINE n � s��C. ^ � CENTER LINE 4 SETOUT POINT eecm, �tl � $i �--�-� �-e-� �-�� ALIGN ��mm�.naa.m�..+rev. AIIGN � NORTH ARROW •4��,mm�a�ea � RAMPARROWS v�mc.�u.,�uaim. ro��..a RAMP 1 12 _ R4MP -UP 1' 12 SPOT ELEVATION �� r1-11/16•• SPAN KEY NOTE ��,V LEVELS Elevation . XX Name GRIDS � _ _ - SECTION a�mn sg�m O REF ' AA101 REF 10 ..,,., , �� m REF 10 AA101 ELEVATION �•mvewam im�e�.a� 1 Ref 7 Ref � M101� � � AA107 1� 1 Ref 1 Re( CALLOUT 1 1 - �I A101 ` I � - � REVISION � .,� 'l�` � ` i �m ��-' GENERAL NOTES 7. THESE DRAWINGS ARE INTENDED FOR THE PURPOSES OF CITY PERMR APPROVAL, DOCUMENTATION OF GENERAL OESIGN INTENT, AND GENERAL CONSTRUCTION. DURING CONSTRUCTION. THE CONTRACTOR SHOULO COORDINATE DETAILS, MEASUREMENTS, MATERIALS OR EQUIPMENTTHAT MAV NOT STIPULATED IN THE DRAWINGS IN ORDER TO MEET THE OESIGN INTENT. 2. DO NOT SCALE DRAWINGS. IF ERRORS, INCONSISTENCIES OR OMISSIONS ARE DISCOVERED, PROMPTLV NOTIFV THE ARCHITECTURAL DESIGNER AT BIT.LV/COTTAGE-RFI FOR CLARIFICATION BEFORE PftOCEEDING WITH THE WOR. 3. THE CONTRACTOR IS NOT RE�UIRED TO ENSURE THAT THE DR4WINGS ARE IN ACCORDANCE WITH APPUCABLE CODES AND REGULATIONS. BUT SHALL PROMPTLV REPORT TO THE DESIGNER AT 9R.LY/COTTAGE-RFI IF ANV NONCONFORMIN DISCOVERED. <. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL BE FAMILIAR WITH THE VARIOUS CONTRACT DOCUMENTS AND OTHER MATERIPIS REIATNE TO THAT PORTION OF THE WORK, INCLUDING INFORMATION PROVIDED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR UNOERSTANDING ALL DRAW INGS PRIOR TO COMMENCEMENT OF THE WORK OR OROERING OF MATERIALS. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK. THIS INCLUOES ALL GRADES. EXISTING IMPROVEMENTS, PROPERN LINES, EASEMENTS, SETBACKS, UTILITIES AND SUBSTRUCTURES. 6. THESE OBLIGATIONS ARE FOR THE PURPOSE OF FACILITATING COORDINATION AND CONSTRUCTION BV THE CONTRACTOft AND ARE NOT FOR THE PURPOSE OF DISCOVERING ERRORS. OMISSIONS. OR INCONSISTENCIES IN THE DRAWINGS. 7. ALL WORK SHALL COMPLY WITH: A 2019CALIFORNIABUILDINGCOOE B. 2019 CALIFORNIA RESIDENTIAL CODE C. 20t9 CALIFORNIA ELECTRICAL CODE D. 2019 CALIFORNIA PLUMBING CO�E E. 20t9 CALIFORNIA MECHANICAL CO�E F. 2019 CALIFORNIA ENERGV CODE G. 2019CALIFORNIA FIftE CODE H. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE I. ALL OTHER APPLICABLE STATE AN� FEOERAL L4WS IN THEAUTHORITV HAVWG JURISDICTION B. SEE STRUCTURAL ORAWINGS FOR TESTS, SPECL4L INSPECTION RE�UIREMENTS & OBSERVATION NOTES. 9. SEE TITLE 24 ENERGV CALCULATIONS FOR IN-FIELD INSPECTIONS AND VERIFICATION RE�UIREMENTS. MECHANICAL NOTES 1. BATHROOM EXHALIST FAN RATING SHALlBE MIN. 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION PER CRC R303.3. BATHROOM EXHAUST FANS SHALL BE ENERGV STAR AND PROVIDED WRH HUMI�ITY CONTROL. 2 KITCHEN E%HAUST FAN RATING SHALL BE MIN. 100 CFM PER CENC 150.0(0). 3. ALL EXHAUST FANS TO BE EQUIPPED WfTH BACKDRAFf DAMPERS. 4. EXHAUSTDUCTTERMINATIONSHALLBE A 10 FEET FROM A FORCED AIR INLEf, ANO B. 3 FEET FROM OPENINGS INTO THE BUILDING, PER CMC 5022. 5. FOR TANKED WATER HEATERS. STRPPPING SHALL BE PROVIDED AT POINTS WfTHIN THE UPPER 1I3AND LOWER 1130F ITS VERTICAL DIMENSIONS PER CPC 5072. ELECTRICAL NOTES 1. NE4V ADU SHALL HAVE A MIN. 100.AMP ELECTRICAL SERVICE SUB-PANEL. 2. E%ISTING HOME ELECTRICAI PANEL SHALL BE MIN. 200 AMP. 3. ELECTRICAL PANELS SHALL NOT BE LOCATED IN VICINfiY OF EASILV IGNITABLE MATERIAL. IN BATHROOMS, 8 OVER STAIR STEPS PER CEC 240.24. 4. ALL RECEPTACLES THAT SUPPLY t20V. SINGLE PHASE, 1S AND 20 AMP OUTLETS INSTALLED IN DINING ROOMS. LMNG ROOMS, BEDROOMS. CLOSETS. HALLWAYS. OR SIMILAR AREAS SHALL HAVE AN ARC FAULT CIRCUIT INTERRUPTER (AFq) PROTECTION PER CEC 210.12(A) 5. ALLRECEPTACLESIN BATHROOMS.GARAGES,ACCESSORY BUILDINGS, OUTDOORS, CRAWL $PACES. UNFINISHED BASEMENTS.KITCHENS(WHERERECEPTACLESSERVE COUNTERTOP SURFACES), LAUNDRY, UTILIN OR SIMILAR AREAS SHALL HAVE A GROUND FAULT CIRCUR INTERRUPTEft (GFCq PROTECTION PER CEC 210.8. RECEPTACLES TO SERVE KITCHEN COUNTERTOP SURFACES SHALL BE SUPPLIED BY NOT FEWER THAN TVJO SMALL-APPLIANCE BRANCH CIRCUITS PER CEC 270.52(B)(3). 6. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED IN BATHROOMS AND LAUNDRY ROOMS PER CEC 210.11(C)(3) 7. ALL 125V, iS AND 26 AMP RECEPTACLE OUTLETS SHALL BE LISTED TAMPER RESISTANT RECEPTACLES PER CEC 406.12. B. ALL OUT�OOR RECEPTACLES SHALL HAVE A WEATHERPROOF ENCLOSURE PER CEC 406.8 (B)(1). 9- IN &4THROOMS. GARAGES. LP.UNORV ROOMS. AND UTILITV ROOMS, AT LEAST ONE LUMINAIRE SHAIL BE CONTROLLED BV A VACANCY SENSOR. 10. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. 11. ALL SMOKE ALARMS (LISTED UL 217) AND CARBON MONOXIDE AL4RMS (LISTED UL 2034) MUST BE HARDWIRED. INTERCONNECTED AND PROVIDEO WfTH BATTERY BACK-UP PER CRC R314 a. R314.6, R315.5, AND R315.7. 12. SMOKEALARMSSHALLBE20FEETAWAYFROMA PERMANENTLY INSTALLED COOKING APPLIANCE, PER CRC R314.3.3�4). IONIZATION SMOKE ALARMS WRH AN ALARM- SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS SHALL BE PERMITTED TO BE INSTALLED 10 FEET OR GREATER FROM COOKING APPLIANCE. PHOTOELECTRIC SMOKE ALARMS SHALL BE PERMITTED TO BE INSTALLEO 6 FEET OR GREATER FROM COOKING APPLIANCE. 13. WHERE AN EXISTING BUILDING SUPPLIES POWER TO THE ACCESSORY �WELLING UNIT OR VICE VERSA, PROVIDE UFER AT THE NEW STRUCTURE. PER CEC 250.32(A). PLUMBING NOTES 1. ACCESSORY OWELLING UNRS ARE NOT REOUIRED TO HAVE INDEPENDENT SERVICE UTILITV (DR4INAGE) CONNECTIONS PROVIDED THEV MEET THE SPECIFIC REQUIftEMENTSIN GOVERNMENT CODE SECTION 65852.2., PER CPC 311 2. GC TO FIELO EVALUATE THE EXISTING WATER SVSTEM (PRESSURE. SUPPLY AND MEfER SIZE) TO ENSURE WATER FLOW IS SUFFICIENT TO SUPPORT MAIN HOME AND NEW A�U PER CPC 102 4 8 610.1. UPGRA�E AS REQUIRED FOft WATER FIXTURESCHEOULEA04.01. 3. GC TO FlELD EVALUATE IXISTING LOT SEWER L4TER4L PIPES TO ENSURE IT CAN SUPPORT THE AOORION OF NEW ADU PLUMBING FIXTURES. 4. GC TO ENSURE NEW DRAINAGE PIPES FROM A�U CAN ACHIEVE A 2% OO W N SLOPE TO THE POINT OF DISPOSAL IF THE REQUIREMENTCANNOT BE MET. A SEWER EJECTOR PUMP MAY NEED 70 BE INSTALLED. 5. A 4'-OIAMETER PIPE CAN SERVE a OR MORE WATER CLOSEfS. 6. ALL UTILIN PIPE SIZES AND MATERIALS SHALL BE AS FOLLOW PER CPC CHAPTER 4, U.O.N.. A SEWER�. D4" IN ABS OR PVC e. SMK 8 SHOWER WASTE�. D2' IN ABS OR PVC C. SINK VENT'. �2' IN ABS OR PVC D. WATER'. D12' IN PE% OR PVC 7. ALL ACCESSIBLE DOMESTIC HOT WATER SVSTEM PIPING AS LISTED IN CENERGYC 150.0(J)(2) MUST BE INSULATED BASE� ON THE THICKNESS REQUIREMENTS IN TABLE 120 3-A. ARCHITECTUR4L NOTES 1. PERIMETER DIMENSIONS AND SETBACK DISTANCES ARE MEASUREO TO FINISHED WALL FACE. NOT FACE OF STUD. REFER TO A03.01 FOR DE7AIL. 2. WALL ANO ROOF EAVES WITHIN 5' OF PROPERN LINE Ml1ST BE 1-HR FIRE-RATED PER CRC TABLE R3021(1). EAVE VENTS ARE NOT PERMITTE� AT FIRE-RATED EAVES. 3. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAV FROM BUILDING WITH MIN.5%SLOPE (2%FOR IMPERVIOUS SURFACES) WRHIN t0 FEET OF OWELLWG FOUNDATIONS PER CRC 401.3. 4. ALL ROOF DRAINAGE SHALL BE PIPED TO DRAIN AWAV FROM STRUCTURE, INTO LANOSCAPED AREAS WHEN FEASIBLE AND AWAY FROM ADJACENT PROPERTIES. 5. ALL WALKS AND SIDEWALKS TO COMPLV WITH CBC 116-003. 6. WEEP SCREED MUST BE CONSTRUCTEO AT THE BOTTOM OF STUCCO E%TERIOR WALLS AT A LOCATION A MINIMUM OF 4' ABOVE E4RTH OR 2' ABOVE PAVED AREAS PER CRC R703.62.1. 7. ADU AODRESS MUST BE CLEARLV VISIBLE AND LEGIBLE FROM THE ADJACENT PUBLIC WAV OR STREET. ADDRESS LETTER&NUMBERS SHALL BE MINIMUM 41NCHE5 HIGH, WfTH A MINIMUM STROKE WIDTH OF'h', AND SHALLCONTRAST WITH THEIR BACKGROUND. PER CRC R319.1. 8. ATTIC ACCESS MIN. 72'7(30" SHALL BE PROVIDED WHERE CLEAR HEIGHT ABOVE ACCESS HOLE IS 30' OR MORE. PER CRC R807.1. 9. WALLS IN THE TUBISHOWER AREAS TO BE PROTECTED WITH A NON-ABSORBENT SURFACE TO A MINIMUM OF 77' PER CRC R307. GVPSUM BOARD SHALL NOT BE t1SE0 WHERE THERE WILL BE OIRECT EXPOSURE TO WATER OR IN AREAS SU&IECT TO HIGH HUMIDITY PER CRC R702.3.7.1. 10. GL4SS SHOWER ENCLOSURES SHALL BE OF TEMPERED SAFEN GLASS WITH A MINIMUM 22" OOOR THAT SWINGS OUTNARDS OF SHOWER, PER CPC 408.5. 1t. WATER CLOSET SHALL HAVE MIN. 15" O.C. CLEARANCE TO ADJACENT OBSTRUCTIONS AND MIN. 24' FRONT CLEARANCE. VICINITY MAP Go g�e EXTERIOR VIEW ASSESSOR'S PARCEL MAP � \ ' t: u _ __ �_ _ , a�. LJ �•9 1745 HUNT DRNE, BURLINGAME, CA � ��G_ O� J 2l � �! . � PROJECT KEV DATA PROPER7YAREA ASSESSOR'S PARCEL NUMBER (E) MAIN HOUSE AREA (E) MAIN HOUSE HEIGHT ZONING CODE OCCUPANCY fE) CONSTRUCTION TYPE SPRINKLER jMAIN HOME) SPRINKLER (A�U) (E) PARKING ApDITIONAL PARKING WATER HEATER TYPE $HOWER TYPE ADU FLOOR AREA ADU MAX ALLONfABLE ARE:1 ADU HEIGHT AOU MA% ALLOWA6LE HEIGHT AW TVPE STRUCTURETVPE ROOFSHAPE ftOOF MATERIAL E%TERIOR WALL MATERIAL CEILING SHAPE CEILING HEIGHT FOUNDATION TYPE SOIL REPORT EXTERIOR WALL FIRE-RATED ROOF EAVE FIRE-RATE� 12393 SF 025343-?a0 2220 SF 10 -0" R1 R3 VB No Na 2COVERED 2UNCOVERE� NONE ELEC HEATPUMPTANKE� STAN�ARD i49 SF 1000 SF 13' i 16' - 0" OETACHEOA�U NEW CONSTRUCTION GABLE COMPOSITION SHINGLES STUCCO FLAT 8. �.. SLAB ON GRADE Nc NONE NONE SCOPE OF WORK THE PROPOSED SCOPE INCLUOES A 1-STORY, DETACHED ADU SITUATED IN THE REAR VARD OF AN E%ISTING SINGLE FAMILV HOME. THE PROPOSED ADU MEASURES 749 GROSS FEEf, WITH 2 BEDROOMS. 2 BATHS. 7 LNING ROOM, AND KITCHEN. SINCE THE MAIN HOME HAS ADEQUATE PARKING TO OFFER THE ADU. NO ADORIONAL PARKING IS TO 8E PROVIDED. SINCE THE EXISTING MAIN HOME ELECTRICAL PANEL DOES NOT MEET THE MM. RE�UIRED 200 AMP SERVICE. THE PROJECT SCOPE INCLUDES F PANEL UPGF2AOE. THE GC WILL PREPARE A SOLAR-REA�V ROOF BY PROVIDING DEDICATED CONDUR FROM ELECTRICAL SUBPANEL TO ROOF AREA, UNLESS THE PROJECT IS EXPLICITLY EXEMPT PER TITLE 24 REPORT. SHEET LIST SHEETNUMBER A00 00 A00.01 A01.07 A01.02 A02 01 A02.02 A02.03 A03.01 AOG.01 A05.01 P05.02 C01.01 S01 502 S03 roi roz.oi T02.02 SHEETNAME Cav Gene21 No�es. Symbol5. 8 Pmjec[ Inbrmation E�osEng Site Plan Epsting Builtling P�oros ADU Site Plan 8 Lot Coveage Diagams AOU Floor Plan, Roof Plan. & RCP ADU Elevauons 8 Sections Typiql Debils 1 Schedules Kitchen Sys�em eaNroom System Stte Survey SWclual General SWCN21 Plans StruCiu21 Oet2ils TNe 24 Energy CalCulaOons CalGreen Resitlen0al Chetklist 1 CalGreen Resitlential Checklist 2 C otta e � BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME PERMIT INITIAL SUBMISSION: 1/25/2022 THIS �OCUMENT rpNT?INS COTTAGE'S INTELLCTl1AL FROGERTY ALL.NFORh1ATi0N CONTAINE� HEPEIN SHALL'cE KE°T STRICTLV �ONFICENPAL AN� a'HALL BE'HE EXCI.USIVE PROPFRTY OF �OTT?.GE �ND MAV NOT 6E .4E?RG�UCEC �ISTRIBUTE� OP. CISCLOSED IN.1NV ",tANNEP.':'.'ITHOUT'-E EXPRESS PRIGR `,VRITTEN PERMISSION OF COT��'.:.��E .'-^�2C2'. COT7AGE ?LLRIGHTj RESERVED BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU ANAMII(A GOYAI COTTAGE TECHNOLOGIES INC� � /� Z45 15TH ST SL11TE 316 y SAN FRANCISCO. CA � I ;a15� 23737�5 MARLEEBERES PROJECT CESIGNER STRUCTURAICONSULTANTNPt.tE STRUCTURALCONSULTANT TiTLE 24 CONSULTANT NAME TITLE 2d COMPLIANCE CONSULTaNT I 'NO.TNOATE NOTE General Notes, Symbols, 8� Project Information A00.01 -�>�e ,. , ��aizo �ottage -. : . __.._ . BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU i (E) NEIGHBORING MOME � , PROPERTYLINE'..---- L I .r �' — � I � • -- . ...-_' - . . _.____J'SEIEACK __ _.� -.._ .--.__ 162'.5. i � � . � —__ � . — -_— - i I '. .i � _" . . - _ _ _ . - . �, -� -': _.___ . . - ___ -__ ._ __ � .] � __. _ -_--.: � i � � i ��' . _�_ _ = .. _ _ - (E) LOW RETAINING WqLL _ __ � __ _- __— _ _. ____ _ _ � _ II _ �t .. �^�,.�+r,,�p,Y--� �. (E)TREE - - . . -__ - - . _ _ . I . F '�'��1 � . . TOREMAIN __—_ --. - — ._. __ � __ ' __ � .^ � ��. � r //��1\ — -- -- _ — �� e I ��yK ��'q�'�, � � � __ � � � �\ (E) PATHWAV � -- -- �' �� \ a --- - — - - - -- - --- - - - ----- � r : � � k „,�+fi, . � _ \ � ' - - - ' . _ I 1 ,�q.�'S^ r,5, jyy f . \ (E) GARAGE � , ^' � i � „}� _ r-, 'i \ 405 SQ FT � �, I ��'I � �` � � TO BE DEMOLISHED i � < S \�\ \� I � Z i. � _ _' _ \\ / �, , I, - } , . ,.... ---' \\ ��/`�in. , o�, . \�>; '---- L�� 20" a � - . � ---"- -- �` � � . �' (E) MAIN HOME ' I ..�I, . ' - � 2220 SQ Ff � � _ I� ' ' � � i � i -� r� i I � ' i 9 '' �� : e � - 1745 HUNT DRNE � � E WALKVJAY I' � _______ __ "______., m`` � ,-'__ ' \ I dM@. a o �I (PAVERS .. I. �_� , ` � P� ' �y. , '\ ' I 3 `. _ i ' ': 2 . ¢ � o r _ ; �.. . N . i Zn (E) TREES i �� .' N � w ii � . � N i h� .-___� '__'_ I ��_ . � . � i ` - '. i .. .. . , � v 1 \ - ...____, 'no , r I � �`� -�---� 'p�, I \ , _ 't;�_--- ,. I � � i , ,- , , , , � I , i ` I I I � i . i ' � � . , � � .. ._..._ . � ' . � ' �� . � . � ' . i . � , i ' �._...� . . �_ s ^• �• � �� _ _1____ � I� ..��. . '_ y' I I ______ ___ _'_ _____� I L .. i �.� I . � � iG-10" tt -03/4 38 -fi" ----- � � . __— . . —... . _— ' .. . . 4'SETBACK _— _ ._ . . _ ' . � ��. 68'-212" — _ — _ — —� I `� � i I '— _ �— —PROPERTYLINE— — _ — — _ _ — —__ — — __ — --.— _ ._ — --...— .. .. — —._ — — _ — — _� I I 146' - 0' i (E) NEIGHBORING HOME 1 E<istmg Site Plan „a..=,.-0.. PHASES o Newco�swao� � E:isting [____] 7oBeDemolished EXISTING UTILITIES SYMBOLS E Elec[ncal Panel W Waler Me[er S SewerlSeptic C Crawl Space Access G Gas Meter T Protec[ed Tree � awo�E�,o�E�,ena� � , ANAMIKA GOVAL . COTTAGE TECHNOLOGIES INC� � /j 2525 16TH ST SWTE 316 y I SAN FRAN��S��. �A �-I anEvaueo ev � t, I ' MARLEE 9EftE5 PROJECT DESIGNER � ' STRUCTURALCONSULTANT NAh7E . STRUCTURALCONSULTANT � TIT�E 24 CONSULTANT NAME -rtLE <<COMPLIANCE ��ONSULTaNT G119!]tnY] NO. DATE NOTE Existinq Site Plan � A01.01 scac ra = , �� ottage _ _, __ . ., ,,.,.<. :: _ .,_ _-:,. "pl 'J� i � �� '. . '{�� . ' � � �� t �° ��. ��,�� $ ; "� s� -�,��, � i;' ;` % �.,� .<., c�; J � = ", �'� _��v . a� .. .�•: x� �. h w,,,�.'•,-� k Y . S v�i '."� � . . '�FY+ � �� !, r �� .�y Y � f �� ti � ' tl 't Y..L; I.��li �'\��_, '_ .. x.�. B � {. y$ �� . `4 x'�.... �^�� . . aKd�� `�'� .Y`. I � ' �_~- •��-. -� `� � .. . Y . _ � , _. .� '.`�� '�'I ��, � ��_. ��r ...��""i. 6 NORTH SI�E OF PROPOSED ADU LOCATION; TREE TO REMAIN ON WEST SIDE A'" ` �`%9! � ��; �. . : � � - � Y � Y � , �� f .,, �. w .��.. �'„ ^' : y : b v n, v '�S;ST �i ; k,.P� , . . ;�,... �w � �.. _ ' ' � ' . Kc :�+k�` . . . -�'x,�"�'.' _ - - , `� . - � �'.�� .. . . ,,,..3 -��- _�� .�. , 5 MAIN HOME EAST ELEVATION (FROM STREETI k� �'-"'.;`i4L � s" '� � k +y Y(� . ��"��.�.. J�. � : J '�+ � �p. �* t� i'V��' 6 '� �� . ?�� y�. �4 � �" . ... 1_a'^ t�i �� -��:: . . `.. ...,a ;�> �; � .�, ' _ - - " '= M�F� j „. _ .. �� .� � y � Y ,. . �1 �, �ll- �y . _ �.. �'pf` Y�4 �" �. P r�� _;'t �4 ` fo:� i..,. 4-a r r � K G' s� 5� y �f *` e , � ,y .� ' � < ,� . �a ��. �' � � ' �,�s,'`'tis 1� . c j ,. ti�z '�' t:. .:, r � `+�x '� �� '� k �� '�, a # � -� ° �,� �;,� � ,��, � ,� , ,.� K �: '� � � � . � �.�. ..., � �i� ;�`�+.' , � 2� �. =a : ., . , a; , � , . . :k. . . 4 EXISTING PATH EAST OF PROPOSED ADU LOCATION `�'`-�'� �� ,�'-�� — �:. �a"�'rh :�'s'' .. •�' �r � .. �" iL.�� . # � - _ .h?. �� ' . ' ._ 1�� - �1��\ '��c� A�'' �el y -� r.n. ,.� .. . ,� , Y _�` • � . 3 1' ='�'�'y^.�9 � � � „x:�.,,.'T �.; ... .e�`. q`,� � - . I i '_ '_ ? :�a .�' ° �s __ u3S w � �� :�*"'' MLW ";r v.,,�� F E`"I �,�:p L d• �� . . ., wm'a �� ahr�.H��. �� ::. -: '.. ,7/E y '� *� ?/i*" .Y �" •: �.. �, .c.• 'a� �+,: � ('.� r.. 3 qF� . yg7 ;,y,�� ] �, � �?v ��F,�-� � �ti i�k� .a '�� .. . . . a.-..� 3;� . _.� a: _ ..'.�� .. _3,r. �^ ... - _ ._ . '':aC,...�_ 3 EAST ELEVATION OF PROPOSED ADU LOCATION EXISTMG GARAGE TO BE DEMOLISHED c.�-� S �`n�,2 . �y`�� ' I , . � � �. }� r��'f�� y w �i �#g f� ,,�� ,� T ��:µ J �,�� {' #� i , � � w �„ �,� ��" � � �� , .: �, ��; �; �. '� ' ° � �. ,� �� s + ,ry��, . , �� '� . .W'FY . g� i �Sf w �=�a '�c� �. r � �y .Ec.+l}'.( .3 `� SY �-_ ,t� .l� � �� ; �� _ u,� � • �" � . ^�,,, ti v . � -t �.,a. ' �'�� ;,z1� � j g�T ��rfi ' r"� � F�t a r.e* t�, ;.�� . ,«�� "t.. _,:��_. � ��rw,.�' a. a �_ � .. ,. �.r-�. -�, _ . '�� ; � �� '�i . ` � =1 . � - : s+ ^. �. . c., � �"�''�. E T . . ., . � .. s.� , .... ._.. . � �µ'� , . , . � . ... , . � .�1 � "��",�' - e"-""'.'„r '.' - m.��-�...... .r- _ -� R ._ _. _ .— ' ' � _ -_ _ - ... — _ _ _ — -_— _ � . . . . . . _ . . . . ._•� rr ��..� �. .. _ 1 SOUTH ELEVATION OF PROPOSED AOU LOCATION EXISTING GARAGE TO BE �EMOLISHED BHUSKUTE RESIDENCE ' 1745 HUNT DRIVE, BURLINGAME DETACHED ADU ✓ f� I aEOEwEoa. � � � �� ANAMIKAGOYAL ? � COTTAGETECHNO�OGIESINC� � � ': 2525 16TH ST , SIIITE 3'Ifi ` SAN FRANCISCO. CA l ! r415) 23i 3715 it'� � 4Y`� b1aR�EE BERES '�OJECT OESIGNER STP.UGTURALCONSU�TANTNAME >TRUCTURALCONSULTANT TiTLE 24 CONSULTANT NAME �-!TLE e4 COMPLIANCE CONSULTANT SNO.*v�ATE NOTE Existinq Building Photos A01.02 sca�e iC�ottage _ _ ��F��_�,�_..��..,a_.. , ��:- 2 EAST MAIN HOME ELEVATION; EXISTING GATE ON STREET SIDE � � SHORTEST PATH FROM PUBLIC STREET TO ADU ('IOT) MUST - MAINTAIN 3' - 0" CLEAR UTILITV SUPPLV TRENCH (WATER/SEWER/GAS) FROM CRAWL SPACE', - � - ___"-- pRaPERryLINE GCTODETERMINEFINALLOCATION , . -- , . - - ,- ' �' 4'SETBAC . ___ .. ..__ ' K ___ . . A0203 -- -- c � � _ �. a —_ 3a� - a va^ za• -� tn- , 4 . (E) TREE �� TO REMAIN I� '--' 11 Ii� _ 12 I� I,___"j ___, ` I ` `A02.03 2 ` 11 (N) OETACHED �`<!, , P.DU � ' i � � 750 SO Ff I i �I _'_" ii 1 I 11 I�% �� ,-_" 11 � •�i ��---,- ---� � ------- I -- -1r- � � � � i i � i i i -. i r� � � �' i1 � � � ` i � ______________ ______________ ' I.Q (N) PATIO PAVERS q. � 11' - 10 1/2" 12' - 9" 5' - 0" m m •� m ---r.�. , P� �`yC� . - ��32'-1i2" 11'-101/2' 17'-9" �n m (E) TREES 5 . -__" 1�_"`� A02.0.3 '�y � , -___ �YP' ., ` `tl`-'__� ��__-- , _ _ __ - - 4'SETBACK. - — - - — - � 1 / `' �" / PROPIERTY LME - - —..-� - -- --- 'F I_ _ _ _— (N) ADU ADDRESS � 107. 0.. ____ _ _ _. _ . __ ' ' --- _ _ _� ..___-__ _._.__._. ...___.._ .___"'. .._.__}_ PATHOFTRAVEI .— . . " - s____"___________________'____'_ 1 ___________________ ___________' �. t6'-10" 11'-03/4•• . . -- � 68'-21/2,. 746' - 0' (E) MAIN HOME 2220 SQ Ff 1745 HUNT DRNE 3B'-6' (E) NEIGHBORING HOME 1 , ADU Site Plan ; 1I8" = 1'-0,• iII � _ _ � . - � . . � . . � —� - - � _ _ � _ _ � I I l � ___. __ ._ � _ I _q � ' _ II4�� I EXISTING GARGE i i . 03 SF � �1 \ ' ` EXISTING MAIN HOME �, � GARAGE '�,\ � 2715 SF e 'I 1'\ \ _ -�� \4` g � 1 1 � \\'� � � � . . - . . . . - . �- _ � �` � - LOT COVERAGE AREA-EXISTING Name Area Propertyprea LotCove2geRaiio EXISTING GARGE 403 SF 12393 SF 325% EXISTING MAIN HOME 8 GAR4GE 2715 SF 12393 SF 21.91°0 Total�. 3�t85F 25.16% (E) NEIGHBORING HOME _ ` — ,sr--• — - — � 5'-0' - _- _�.. _— (E)LOW - - -- _ ____ _.. . _ _ RE7AINMG Wq�y - �. __ _ I I � i , aj �� . � �4 1 �- - x ¢ � v ) WALKWAY a o AVERS) � i I � ' I � ( ) DRNEWAY (PAVERS) ' i c (; "�' __________J� �i . ,i I' § k PROPOSED ADU � 5� I F - ' 749 SF xil - - EXISTING MAIN HOME � I GARAGE I�� , '� I 2715 SF - - , , , �_ � I ^ � ;'i ��Q � - �- � - -- - � " - LOT COVERAGE AREA-NEW Name Area PropertyArea Lot Cove2ge Rafio EXISTING MAIN HOME 8 GARAGE 2715 SF 12393 SF 21.91 % PROPOSED ADU �49 SF 12393 SF 6 OS% Tofal: 3465SF 27.96% I i I ¢ � I W � I p a ' O I ¢ a I _ I � I � Q nl > � w o o i � x I .�i ARCHITECTURAL NOTES t. PERIMETERDIMENSIONSANDSETBACKDISTANCESAftE MEASUREO TO FINISHED WALL FACE, NOT FACE OF STUO. REFER TO A03.01 FOR DETAIL 2. WALL AND ROOF EAVES WRHIN 5' OF PROPERTV LME MUST BE 1-HR FIRE-RATED PER CRC TABLE R3027(1). EAVE VENTS ARE NOT PERMfTTE� AT FIRE-RATEO EAVES. 3. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAV FROM BUILOING W fTH MIN. 5% SLOPE (2 % FOR IMPERVIOUS SURFACES) WRHIN 10 FEET OF DWELLING FOUNDATIONS PER CRC 401.3. 4. ALL ROOF DR4INAGE SHALL BE PIPED TO DRAIN AWAY FROM STRUCTURE, INTO LANOSCAPED AREAS WHEN FEASIBLE AND AWAV FROM ADJACENT PROPERTIES. 5. ALL WALKS AND SIDEWALKS TO COMPLY WITH CBC 118-403. 6. WEEP SCREEO MUST BE CONSTRUCTED AT THE BOTTOM OF STUCCO EXTERIOR WALLS AT A LOCATION A MINIMUM OF 4' ABOVE EAF2TH OR 2' ABOVE PAVED AREAS PER CRC R703.61.1. 7. ADU ADDRESS MUST BE CLEARLY VISIBLE AND LEGIBLE FROM THE ADJACENT PUBLIC WAV OR STREET. ADORESS LETTERSINUMBERS SHALL BE MINIMUM 41NCHES HIGH, WITH A MINIMUM STROKE WIDTH OF %', AND SHALL CONTRAST WITH THEIR BACKGROUND. PER CRC R3t9.1. 8. ATTIC ACCESS MIN. 22'7(30" SHALL BE PROVIDED WHERE CLEAR HEIGHT ABOVE ACCESS HOLE IS 30' OR MORE. PER CRC R807.1. 9. WALLS IN THE TUB/SHOWER AREAS TO BE PROTECTED WITH A NON-ABSORBENT SUftFACE TO A MINIMUM OF 72" PER CRC R307. GVPSUM BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SUBJECT TO HIGH HUMIDITY PER CRC R702.3.7.1. 10. GLASS SHOWER ENCLOSURES SHALL BE OF TEMPERED SAFETY GL455 WITH A MINIMUM 22" DOOR THAT SWINGS OUTWARDS OF SHOWER, PER CPC 408.5. 11. WATER CLOSET SHALL HAVE MIN. 15" O.C. CLEARANCE TO ADJACENT OBSTRUCTIONS AND MIN. 26' FRONT CLEARANCE. PLUMBING NOTES t. ACCESSORY OWELLING UNITS ARE NOT RE�UIRED TO HAVE INDEPENDENT SERVICE UTILITY (DRAINAGE) CONNECTIONS PROVIDED THEY MEET THE SPECIFIC REOUIREMENTS IN GOVERNMENT CODE SECTION 658522., PER CPC 31t. 2. GC TO FIELO EVALUATE THE EXISTING WATER SYSTEM (PRESSURE. SUPPLV AND METER SIZE) TO ENSURE WATER FLOW IS SUFFICIENT TO SUPPORT MAIN HOME AND NEW ADU PER CPC 102 4 8 610.1. UPGR4DE AS RE�UIRED FOR WATER FI%TURE SCHEDULE A04.01. 3. GC TO FIELD EVALUA7E IXISTING LOT SEWER LATERAL PIPES TO ENSURE fT CAN SUPPORT THE ADDRION OF NEW ADU PLUMBING FIXTURES. 4. GC TO ENSURE NEW DRAINAGE PIPES FROM ADU CAN ACHIEVE A 2% DOWN SLOPE TO THE POINT OF DISPOSAL. IF THE RE�UIREMENT CANNOT BE MET. A SEWER EJECTOR PUMP MAY NEED TO BE MSTALLE�_ 5. A 6'-DIAMETER PIPE CAN SERVE 4 OR MORE WATER CLOSETS. 6. ALL UTILITY PIPE SIZES ANO MATERIALS SHALL BE AS FOLLOW PER CPC CHAPTER 4, U.O.N.' A. SEWER: D4" IN ABS OR PVC B. SINK 8 SHOWER WASTE� D2' IN ABS OR PVC C. SINK VENT'. D2' IN ABS OR PVC D. WATER: D1R' IN PFX OR PVC 7. ALL ACCESSIBLE DOMESTIC HOT WATER SYSTEM PIPING AS LISTEO IN CENERGYC 150.0(J)(2) MUST BE INSULATEO BASED ON THE THICKNESS RE�UIREMENTS IN TABLE 120.&A. BHUSKUTE 'i RESIDENCE � 1745 HUNT DRIVE, I BURLINGAME DETACHED ADU I PHASES II 0 Nex Construction , � Existing C====] TOBeDemoli5hed EXISTING UTILITIES SYMBOLS E ElectAcal Panel W WaterMeter S SeweriSeptic C CrawlSpaceAccess G Gas Meter T Protecletl Tree wa,�� rraes OE>[enor Wall-6" (2x4 Freminq) � ErtenorWall-8"(2x6Framing) Extenor Wall - 6 3/4" (1HR) EHenor Wall - 8 3/4" (1HR) Intenor Wall -4 V2" IntenorWall-6 t/2"(2-siCetl Piumbing) OFinish Wall - 1/4" (7te) ' vno�Ecron�eHrnnon � I IANAMIKAGOYaL I � COTiAGE TECHNOLOGIES INC� � /� , 2525 �6TH 5T SUITE31c l� ISAN FRANCISCO CA � �I 1415i237-3;t$ i . MARLEEBERES I, IPROJECT DESIGNER I STRUCTURAL CONSl1LTANT NAME STRUCTURALCONSULTANT � I TITLE 24 CONSULTANT NAME I iTITL= 24 COMPLIANCE CONSUIT.�NT I � NO. DATE NOTE �, ADU Site Plan 8� Lot I� Coverage Diagrams i A02.01 sca�e .�s:�a�z:e� � iC�ottage _ _.-- _ , __: __ c . =- I � n WALL-MOUMED MINISPLR HEAD WATER HEATER JUNCTION BOX BATHROOM VENT 8 LIGHT FU(TURE (1) BATHROOM COUNTERTOPOUTLETB (1) STANDARD (aJ 18" zr� x ;o• nrric HCCESS SMOKEDETECTORS INSTALLED OVER BEDROOM OOORFR4ME I MINISPLITJUNCTION BOX ' WALL-MDUNTED MINISPLIT HEAD MIN. 100 AMP ELECTRICAL SUBPANEL 26'-7 3/4•• 13• 4•• 5'- 11" 3'-9 3/4" 3• 7" �. Q. � �. . � � 3 A�U Roof Plan : 1/4" = 1'-0" EQ E� 2 ADU RCP & Electncal Plan „<._,.-0.. 71CROWAVE )UTLET ;EFRIGERATOR )UTLET GFCICOUNTERTOP OUTLE7S DISHWASHER OUTLET �ISPOSAL SWITCH DISPOSAL OUTLET GAS RANGE OUTLET HOOD OUTLET AOVDRYER )UTLET VASHER OUTLET )UTDOOR )UTLETS TO BE IN NEATHERPROOF iECEPTACLES ELECiRIC TANKED WATER HEATER TILE FLOOR MINISPLIT OUTDOOR UNfT LVP FLOOR __ _______�___ Wv�7__ � I � 1 ADU Fioor Plan „<.._,.-0,. (N) PATIO PAVERS LVP FLOOR BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU PHASES ARCHITECTURAL NOTES o Ne«c«iswcua, 1. PERIMETERDIMENSIONSANDSETBACKDISTANCESARE � Existing MEASURED TO FINISHED WALL FACE. NOT FACE OF STUD. REFER [___= 7 To Be Demolishetl TO A03.07 FOR DETAI� 2 WALL ANO ROOF EAVES WITHIN 5' OF PROPERiY LINE MUST BE 1-HR FIRE-RATEO PER CRC TABLE R302.1(1). EAVE VENTS ARE NOT PERMfTTED AT FIRE-R4TED EAVES. 3. FINISH GRADE SHALL PROVI�E POSITNE DRAINAGE AWAV FROM ELECTRICAL SYMBOLS BUILDING WITH MIN. 5%SLOPE (2% FOR IMPERVIOUS SURFACES) WfTHIN 10 FEET OF DWELLING FOUNOATIONS PER CRC 401.3. 4. ALL ROOF DRAINAGE SHALL BE PIPED TO DR41N AWAY FROM �, � Stantlartl Duplez OWet S7RUCTURE, INTO L4NDSCAPED AREAS WHEN FEASIBLE ANO i AWAY FROM ADJACENT PROPERTIES. �GFCI GFCI Duplex Ou[let 5. ALL WALKS AND SIDEVJALKS TO COMPLY WITH CBC 118-903. 6. WEEP SCREED MUST BE CONSTRUCTED AT THE BOTTOM OF STUCCO EXTERIOR WALLS AT A LOCATION A MINIMUM OF 4' � Standartl Quatl OWet ABOVE EAR7H OR 2' ABOVE PAVEO AREAS PER CRC R703.62.1. � GFCI Quatl OWet 7. ADU ADDRESS MUST BE CLEARLY VISIBLE AND LEGI9LE FROM GFCI 7HE ADJACENT PUBLIC WAV OR STREE7. ADDRESS �-Q Data OWet LETTERS/NUMBERS SHALL BE MINIMUM 41NCHE5 HIGH. WITH A MINIMUM STROKE WIDTH OF %', AND SHALL CONTRAST WITH � Switch (Light) THEIR BACKGROUND. PER CRC R319.1. B. ATTIC ACCESS MIN. 22'7(30" SHALL BE PROVIDED WHERE CLEAR � "4,� SwitU (3Way) HEIGHT ABOVE ACCESS HOLE IS 30' OR MORE, PER CRC RBOl.1. 9. WALLS W THE TUB/SHOWER AREAS TO BE PROTECTE� WITH A � Swi[U (Dimmer) NON-ABSORBENT SURFACE TO A MINIMUM OF 72" PER CRC R307 GYPSUM BOARD SHALL NOT BE USED WHERE THERE WILL BE ,`� Svn�ch (Sensor) DIRECT F�(POSURE TO WATER OR IN AREAS SU&IECT TO HIGH MUMIDITY PER CRC R702.3.7.1. d! 10. GLASS SHOWER ENCLOSURES SHALL BE OF TEMPERE� SAFEN M° Switch (Double) GIASS WITH A MINIMUM 72" DOOR THAT SWINGS OUPNARDS OF SHOWER, PER CPC 408.5. O T�ermostat 1t. WATER CLOSET SHALL HAVE MIN. 15" O.C. CLEARANCE TO A�JACEN7 OBSTRUCTIONS AND MIN. 24" FRONT CLEARANCE. � Smoke Alarm � Carbon Monoxitle Alarm ELECTRICAL NOTES OJunction eox 1. NEW ADU SHALL HAVE A MIN. 106AMP ELECTRICAL SERVICE SUB-PANEL. WALI TYPES 2. EXISTING HOME ELECTRICAL PANEL SHALL BE MIN. 200 AMP. 3. ELECTRICAL PANELS SHALL NOT BE LOCATED IN VIGNITV OF EASILY IGNITAB�E MATERIAL, IN BATHROOMS, 80VER STAIR Ezterior Wall-6" (2n4 Framing) STEPS PER CEC 24024. 4. ALL RECEPTACLES THAT SUPPLV 120V, SINGLE PHASE, 15- AND � �enOt Wall - e" (2x6 Framing) 20 AMP OUTLETS INSTALLEO IN DINING ROOMS. LNING ROOMS, �i Extenor Wall -6 3/4" (1HR) BEDROOMS. CLOSETS, HALLWAYS OR SIMILAR AREAS SHALL HAVE AN ARC FAUL7 CIRCUIT INTERRUPTER (AFCq � Ealerior Wall - 8 3/4" (1HR) PROTECTION PER CEC 210.12(A) 5. ALL RECEPTACLES IN BATHft00M5. GARAGES, ACCESSORY O Intenof Wall -4 1/2" BUILOINGS OUTDOORS. CRAWL SPACES, UNFINISHED O BASEMENTS. KI7CHENS (WHERE RECEPTACLES SERVE Intenor Wall-61l2" (2-sideE Plumbing) COUNTERTOP SURFACES), LAUNDRY, UTILI7V OR SIMILAR , O Finish Wall - i/4" Rle) AREAS SHALL HAVE A GROUND FAULT CIRCUR INTERRUPTER � (GFCp PROTECTION PER CEC 210.8. RECEPTACLES TO SERVE � KITCHEN COUNTERTOP SURFACES SHALL BE SUPPLIE� BV NOT FEWER THAN PNO SMALL-APPLIANCE BR4NCH CIRCURS PER CEC 2t0.52(B)(3). 6. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED IN BATHROOMS AND L4UNDRV ROOMS PER CEC 210.11(Cj(3) 7. ALL 125V. 1& AND 20- AMP RECEPTACLE OUTLETS SHALL BE LISTED TAMPER RESISTANT RECEPTACLES PER CEC 40fi.12. 8. ALL OUTDOOR RECEPTACLES SHALL HAVE A WEATHERPROOF ENCLOSURE PER CEC 406.8 (B)(1) 9. IN BATHROOMS. GARAGES, LAUNDRV ROOMS, AND UTILfTV I ROOMS. AT LEAST ONE LLIMINAIRE SHALL 9E CONTROLLED BV I, A VACANCV SENSOR. ', 10. E%HAUST FANS SHALL BE SWITCHED SEPARATELV FROM �, LIGHTING SYSTEM. 'I 11. ALLSMOKEALARMS(LISTEDUL21�)ANDCARBONMONOXIDE ALARMS (LISTED UL 2034) ML1ST BE HARDWIRED, INTERCONNECTEDAND PROVIDED WITH BATTERV BACK-UP PER CRC R314.4, R314.6. R315.5. AND R3t5 7. 12 SMOKE AL4RMS SHALL BE 20 FEET AWAV FROM A PERMANENTLV INSTALLED COOKING APPLIFWCE, PER CRC R31d.3.3(4). IONIZATION SMOKE ALARMS WRH AN ALARM- SILENCING SWRCH OR PHOTOELECTRIC SMOKE ALARMS SHALL BE PERMITTEO TO BE INSTALLE� 10 FEET OR GREATER FROM COOKING APPLIANCE. PHOTOELECTRIC SMOKE AUIRMS SHALL BE PERMITTED TO BE INSTALLED 6 fEET OR GREATER FROM COOKING APPLUWCE. 13. WHERE AN EXISTING BUILDING SUPPLIES POWER TO THE ACCESSORV DWELLING UNIT OR VICE VERSA PROVIDE UFER AT THE NEW STRUCTURE, PER CEC 250.32(A). Pao�Ec.oaiex.<nw ^ MECHANICAL NOTES �v 1. BATHROOM EXHAUST FAN RATING SHALL BE MIN. 50 CFM FOR aenEwEo er INTERMITTENT VENTILATION OR 20CFM FOR CONTINUOUS aNAMIKA GO�AL VENTILATION PER CRC R303.3. BATHROOM IXHAUS7 FANS rOi7AGE TECHNO�OGiES MC � /� SHALL BE ENERGY STAR AND PROVI�ED WITH HUMIDITY 2525 1fiTH 5T SUITE 3'�6 '_ A ` 1 CONTROL SAN FRANCISCO. CA A'!� l 2 CENCE500OAUSTfANRATINGSNALLBEMIN.100CFMPER .�c+.5123i3'�5 1�� ( ) 3. ALL EXHAUST FANS TO BE E�UIPPED WITH BACKDRAFf I DAMPERS. a. EXHAUST DUCT TERMINATION SHALL BE I vnevaveo ev A. t0 FEET FROM AFORCEDAIR INLET, AND i pnARLEE 6ERE5 B. 3 FEET FROM OPENINGS INTO THE BUILDING, PER CMC 5022. I PROJECT �ESIGNER 5. FOR TANKED WATER HEATERS. STR4PPING SHALL BE PROVIOED AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/30F ITS I VERTICAL OIMENSIONS PER CPC 507.2. �. STRUCTURAL CONSULTANT NAME , STRUCTURALCONSULTANT TITLE 24 CONSULiANT YAME TITLE 24 COMPLIANCE CONSULTANT NO. OATE NOTE ADUEFIoor Plan, Roof Plan, & RCP A02.02 sca�e ns �ocaaa iC�ottage ---� .��._ . _, .. _ .- ... - - - - =-�--1 - B A03.01 M502 -, L8 L7 1 W1.6 L6 6 ; �� s��o� A i 1/4.._ �. �� ,�. SCC � - - - - - T.O.R n 12' - 11" V � _ CEILING n 8� �� V � �� A0301 F.F.L n z— �1 — -o � �__T .�- m G E I I 1— i I I �=1 I 1- -o' - e" Vn T.O.R n - _ - _ 9'/1:�._ - - - I i2-�� V q I�"�• � W22 � Y i cuneaa— - _ _ _ _ CE�IL_I�NG�� DOWNSPOUT e�e� ��x g' _ Q" V STUCCO EXTERIOR f�` I � I o n I w L1 i i � � E L EC T R IC T A N KE O - I W�� I� C��- � I¢ WATER HE4TER IN ' I� t� t PRE-FAB ENCLOSURE I m I v I II _ Dz-�_ �' I � m i � i I MINISPLIT II�� r I OUTDOOR UNIT �. I II N � II I� ' I I 1 U � I F.F.L /� p `7 _ I I I I=i I I I I—I I I I-—I I I= I=' I I i �= I I I I=1 I! I I'-1 I I—' I—i' I, � o, _$� ��—��—�� I '�� 5 � ADU South Elevation � 1/4, - �•-0" I GUTTER COMPOSRION SHINGLES GUTTERBDOWNSPOUT STUCCO IXTERIOR ELECTRIC TANKED WATER HEATER IN PRE-FAB ENCLOSURE MINISPLIT OUTDOOR UNIT ��, —_ _ _ _ _��T.O.R/1 _ 4� �•,p• - -4 / - - - 12' _ ""� ws i � °' COMPOSITION SHINGLES CEILING /� BDOWNSPOUT - - - - - - - -mi�K-� � V - o N i 8�-O� GUTTERBDOWNSPOUT I ��-� � � c� I � I � ~ _ W12 ry c� I (� � ¢ �� - - - - - - T.O._ R n 12'-1�1 I ,z � -- I no3ai 22 �� ".' I ",LS � � � ` � t0 CEILING i o�ry __._. �� . � �� 8� ` I � � 2 -�i i I F ' A03 0 I� � a- I�` I t7 I IW7.8� 4 W1.7 � A03.01 ml;" o � �2., I I �IIII I Q � , F 3 Ih cl I ��im— — —m z — — F.F.L � 0 —�_ _ _ ' _ _ — - - _ _ _ _ — _ I� ' � - � o o� GR E � 8 3 :. Ao� s�o� B ; 1/4" = 1'-0" i v�r . =' W1.3 !� WiC W1.5 �! W1.6 - 'I I � - - � i, . i I IN m ' I INIm i�l I I � I l i-111 � I=� I � I I I-111—I � I I l i i l l—i l l I 1 �=1 I 1=. �—� � ��— ��— � �� —�� —��— �—�� — �� I�I I ADU Wlel t Elevation 2 t14-10 STUCCO EJ(TERIOR e � w p m STUCCO EXTERIOR — �i � ^ I ¢ ELECTRICTANKED � � WATER HEATER IN - �— PRE-FAB ENCLOSURE _ ��a_ � F.F.L _ � 0 -- — — �—��-� _� = I I I- —-� I_I I=� — i I I- I— � I, ,_I i—'I I I I - � a� _`�e � I .I I i—� I I_� 4 AOU North Elevation � ADU East Elevation va�• = r-o�� va. _ ,.-0.. T.O.� � 2, _ � �,. _ CEILING I� g p 7 — ELECTRICALPANEL _ F �10" GR E _0� $�� _ T.O.R n �2�-�� \� _ CEILIN�G�.. S�-U" � _ FF.L n � p^ J � GR� � — — -o -a� � � I BHUSKUTE I � RESIDENCE i II 1745 HUNT DRIVE, i BURLINGAME I i DETACHED ADU I ARCHITECTURAL NOTES I . 1. PERIMETER DIMENSIONS AND SETBACK DISTANCES ARE I MEASURED TO FINISHED WALL FACE, NOT FACE OF STUD. REFER TO A03.07 FOR DETAIL. I 2. WALL AND ROOF EAVES WITHIN 5' OF PROPERTV LINE MUST BE 1-HR FIRE-R4TE0 PER CRC TABLE R302.1(1). EAVE VENTS ARE I NOT PERMITTED AT FIRERATED EAVES. 3. FINISH GRA�E SHALL PROVIDE POSITNE DRAINAGE AWAY FROM BUILDING WfTH MIN. 5% SLOPE (2°H FOR IMPERVIOUS SURFACES) WITHIN 10 FEET OF DWELLING FOUNDATIONS PER CRC 401.3. I 4. ALL ROOF DRAINAGE SHALL BE PIPED TO DRAIN AWAV FROM 57RUCTURE, INTO IANDSCAPED AREAS WHEN FEASIBLE AN� i AWAY FROM ADJACENT PROPERTIES. 5. ALL WALKS AND SIDEVJALKS TO COMPLV WITH CBC 11B-003. 6. WEEPSCREED MUSTBECONSTRUCTEDATTHEBOTTOM OF I STUCCO EXTERIOR WALL$ AT A LOCATION A MINIMUM OF 4' ABOVE EARTH OR 2' ABOVE PAVEO AREAS PER CRC R703.6.2.1. i 7. ADU ADDRESS MUST BE CLEARLY VISIBLE AND LEGIBLE FROM THE ADJACENT PUBLIC WAY OR STREET. AD�RESS LETTERS/NUMBERS SHALL BE MINIMUM 41NCHE5 HIGH. WITH A MINIMUM STROKE WIDTH OF'/:', AND SHALL CONTRAST WITH THEIR BACKGROUND, PER CRC R319.1. I e. ATTIC ACCESS MIN. 22"X30" SHALL BE PROVIDED WHERE CLFAR HEIGHT ABOVE ACCESS HOLE IS 30' OR MORE, PER CRC R807.1. I 9. WALLS IN THE TUB/SHOWER AREAS TO BE PROTECTE� WITH A NON-ABSORBENT SURFACE TO A MINIMUM OF 72" PER CRC R307. � GYPSUM BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SU&IECT TO HIGH HUMIDIT' PER CRC R702.3.7.7. '10. GLP,SS SHOWER ENCLOSURES SHALL BE OF TEMPERE� SAFETY GLASS WITH A MINIMUM 71" DOOR THAT SWMGS OUPNARDS OF I SHOWER, PER CPC 408.5. it. WATER CLOSET SHALL HAVE MM. 15" O.C. CLEARANCE TO ADJACENT OBSTRUCTIONS AND MIN. 24' FRONT CLEARANCE. � ATTICIROOP VENTILATION II I • TOTAL VENTED AREA (ATTIC/ROOF) = 772 S�.FT = 111.168 SQ.IN ;I • MM. NET FREE VENT AREA = TOTAL VENTED AREA � 150 = 742 SQ.IN • MIN.EXHAUSTVENTAftEA=742<2=APPROX.371S�.IN • MM. INTAKE VENT AREA = 742 � 2= APPROX. 371 SQIN INTAKE VENT TVPE - D2" FRIEZE-BLOCK VENT (3 HOLES Q 1.75" DIAMETER i PER 24" STRUCTURAL BAY) • NET FREE VENT AREA 7 2 SQIN PER LINEAR FT_ • TOTAL INTAKE VENT AREA = SS X 72 = 396 SQ.IN I EXHAUST VENT NPE - METAL SL4NT BACK ROOF VENT (VENTSURE OR EQUIVALENn I I • NET FREE VENT AREA 50 SO.IN PER UNR I • TOTAL EXHAUST VENT AREA = 8% W= 400 S�.IN I IIvAaec.onier�rnnor� � ' I ANAMIKAGOY:.L I I COTTAGE TECHNOLOGIES INC� � /� I "25 16TH ST SUITE 3�E y 2� I SA5 FRANCISCO CA � � I C1_�, 23]-3�15 MaRLEE BEFtES I PROJECT �ESIGNER I ISTPUCTURALCONSULTPNTNAME I I STRUCTURALCONSULTANT I TITLE 2a CONSULT.iNT NaME �� TITLE 24 COMPLIANCE CONSULTANT NO. DATE NOTE — II ADUEEIevations & Sections A02.03 scA�e as �d,�a�� iC�ottage -. _ _.:,_-. _.._-.. _ _ . e � 1/) I Typ Curtsmountetl Skylighl (Sedion B) L � 1 1/2•• - �•-0�• 1 A ' Typ' CurDmauntetl Skylight (Section A) 1 � 1 t/2" = 1'�' � \ 1 O Typ Open RaRers Eave w/ Flal Ceilirg 1 12••= 1•-0•• ,µKaEasaE � "=� t— .� � �i �o�o��rt I II 9; � Typ. Tanked Water Heater Mourrong per CPC R5072 ,..=,,-o.. �l INEE�HOTBEMOREIwnNUCOaaER1 'I I GnOUNOINGCw.�PIxGDEVIpE II REBw90NHOD�c�Z �tw�� I G 1 � oJ I I MIN.20•0•• � I 1� :�l� c cae�r r� n x I oiRecrco�nnclwm�EaaTM i 8 i Typ UFER Ground � i�^ y�vivw000 nen a ` �:�u,� w, A-�w� / ,m no�s vEa srnucruw,i env / � �onweoce � \ \ xs�u*�an ar�c� 7 ' Typ Flat Ceiliig I > >n.. _ �._o.. ennr.wraeaaV I�eouocon.s�aasso ,, r.wv.nu eeo � � � E"�5 aww�a w000 p . , I � i F 6 i Typ Til�taHartlwood TranSHion , I 1 12,• = 1• 0•• � 5 Typ Concrete Siab Etlge 1 1/2.. = 1' 0" \ BHUSKUTE � RESIDENCE I 1745 HUNT DRIVE, I BURLINGAME I DETACHED ADU I � � ��E sso� INIEIUOR j O S N K sEnwvr u�o encneA nao � 4 I Typ Window Heatl 8 Sill i in.. _ �._o.. PeR.mF z�10cucuu�.awue �� ovEAW w�TTi r�WSE wTqqc �,��Ma,.M�Fwa� I V i � cao I �°2ee„c�Aaoa,o � II o � I8 ��nown �� " mm�wox I i , � �� 3 ' Typ Tile-to-Wall Transition „a.. _ ,.-0.. sso smo�,s oc 2 Typ Intenor Partition � 1 12.. = 1.-0�� sso snio@�s�oc - 1 TY� E�C�e�o��„a�� 1 t2.. = 1. 0.' IIPAo,E�,oa�ex.<noN � II IANAMIKA GOYAL I COTTAGETECHNOLOGIESINC� ! n 2525 �6TH ST SUITE 318 �` y I SAN FRANCISCO. CA � I I4151 23�-3�15 v� � ' � MARLEEBERES I . PROJECTDESIGNER I '� STRUCTURA�CONSULTANTNAME I i STRUCTURALCONSULTANT I �� I TITLE 24 CONSULTANT NAME I TIT�E ? COMPL:ANCE ��CNSULTANT � w�siow wEawcnvmaeaDr.ur�ur NO. �ATE NOTE II Typical Details 1 I A03.01 scn�E ;,s �,a��:z� �ottage --- _:._: _. : --. I I TYPE D1 � TYPE D2 � I TYPE D3 _ .Enwa.veanru�a� � nsuoaccvs _ �'��. ouocor�ewoov - _ _ I `� REF. 3'-0" I 5'-0" SCH� EDULE �TYPE�D �� ! � � �,� TYPE�� o00 � 0 I �I� ❑ i � � ' REF. I � 3'-0" ISCHEDULE w TYPE 7 � TYPE 2 LL p �u p � simwc p raeosKrucN. V U REF. �- R� EF' � - SCHE�ULE SCHEOULE wi.z 1 ADU Key SUedule Plan ,�4.. _,.-0.. ' � � rvP��eoo � 0 - A--1 �I � ��I 8 _ Q.. Tag ... .. ... �oor7ype D1.1 DooS-Sin IeSwi -Soli66RenorB 9 �9 D2.1 Ooors-SliEer-6ctenor-GIa55 D3.1 � Doors-Siigle5vnrg-Solid-IntenarA D3.2 Doors-SingleSvnng-Solitl-IntenarA D3.3 Doors-SingleSvnrg-Solitl-IntenorA D3 d Doors-SingleSwirg-Solitl-IntenorA D3.5 Doors-SirgieSxingSoiiG-InlenorA 04.1 Doots-Slider-$oli6Potkel 05.1 Doors-BiFa10-Soiq-ClaSet �6.1 Doors-Slltler3Panel-Closet-961N Tag VYntlowType W1.1 WiMoxS-SliOervHaIP/en� W1.2 WnCows-51iEer-HalNent W1.3 Wntloxs-Slitler-HaIP/enl W1.4 Wntlows-Slitler-HalNent _ W1.5 NAntlows-Slitler-HaltVent Wi.6 VNntlows-SliOer-HalNent W1.7 NhMoxs-Slider-HalfVent W1.8 VNntlowsSlitler-HalNen[ W1.1 Wintlavrs-Skylight-Flxetl-CutbMountetl W22 NfiMows-Skylight-Flxetl-CurEMounled Heght Head Heighi Sill Height 6'-8" 6'-8" 0'-0" e-e• s-a• o-o• 6. 8. 6. 8. p.� Q.. 6'-8" 6'-8" 0'-�" 6'-8" 6'-8" 0'-0" 6'-8" 6'-8" 0'-0" s-e� s-e� o-o- 6'-8' 6'-8" 0'-0" fi'-8" 6'-8" 0'-0" 6. 8. fi. _ 8. Q. �.. SCHEDULE-WINDOW LOCaGon VNOth Height Opening A2a Heatl Height SIII Heighl IsEgressWndow ISTemperedGla55 KITCMEN 5'-0" 4'-0' 20.OSF 6'-8" 2'-8" No No BEDROOMI 5'-0" 4'-0" 2005F 6'-8" 2'-B" Yes No BEOROOMI 5'-0" 1'-6" 'l.SSF 6'-8" 5'-2" Na No BATHROOMI 4'-0" 1'-6" 6.OSF 6'-B" 5'-2" No .. NO BATHROOM2 G'-0" 1'-6" 6.OSF 6'-8" 5'-2" No No BEDROOM2 5'-0" 1'-6" 7.SSF 6'-8" 5'-2" No Na BEDROOM2 5'-0" 4'-0" 20.OSF fi'-B" 2'-8" Ves Na LIVINGSPACE 5'-0' 4'-0" 20.OSF 6'-8" 2'-8" No Ve5 2'-712" 3'-111/4" 10.3SF -. ... 2'-712" 3'-111/4" 10.3SF SCHEDULE-LIGHTING FIXTURE Tag Lghting Type Count Lamp L1 LghUigS-WaIlSmnce:ExlenorSconce 2 LED L2 LghGngs-ReceSsetl: D4" 10 LED L3 LightingsPendanlLigh[ Kitchen 1 LED L4 Lg�tings-SurfaceMoun[ UC Lghting 3 LED L5 Lig�engs-SurtaceMoun[ Closet Light 2 LED L6 LighfingsWallSmnce'. Vanity Sconce 2 LEO L7 Lg�Orgs-SuAaceMOun[ BaN Vent Lg�i 2 LED LB Lg�tingsFanLg�tingCombo:eedroom 2 LED SCHEDULE-APPLIANCE Item oescnptlon B32 Grab Bars: 8320.001360 Grab Bars � SpedaltyEquipmenfs-Appliance-Dishwasher N24 Oishwasher-W24" SpeGaI�yEQuipment5-ApplianCe-Miuowave'. Coun�ertop Microwave-Counlertop Special�yEquipments-ApplianCe-RangeHoObWallMountetl: Over Rarge Vent Hootl SpetiallyEquipmenLS-Appliante-RanqeHootl-VJaIIMounletl SpecialtyEquipments-Appliance-RangeUnit-0Bumers: W30 Range/Oven Unit-0 Bumers SpeGalryEquipments-Appliance-Refngerator-Full: W30 ReMgearor-Full Height-W30" SpecialryEquipmen5-Appliance-WasherDryer-Statice0' StaCketl VJasner/Dryer-NR7" W17 SpecialryEpuipmenLs-Minor-MeGicineCabinei SpedattyEquipmen6Mirtor-MetlianeCabine� SpeaallyEquipmen5-SliAer-GIa55-BaNtuE: GenenC Glass BathWb DoorvSlitler SCHEDULE-CASEWORK irem Casework-Cabinet-Base3D2wer �B09 Cauwo�c-CaCinet-Base3Drawer D8�2 Casewo�k-Ca�inet-Base-3Drawer DB15 Casework-Cabinet-Base-BiindComer-LeR: BBC36L CaSewoite-CaDlne�-BaSe-FHOrfa�. B24RT CaseworkLabine4Base-LazySusan'.LS36 Casewoik-Cabine48ase-Sink: SB30 Casework-Cabinet-Door-LazySusan'. Casework-Cabi�ut-Door-tazySusan Casework-CabineP�oor Cauwork-Cabinet-Ooor Casework-Cabinet-0verheatl-1 Door NA940 CaseworkLabinet-0verhead-1Door VY2140 Casework-Ca�inet-0verhead-2Door W3040 CaseworkLabinet-0verheatl-2Door Wd62� Casework-Cabinet-Overhead-BlintlComer-LeR: N/BC27a0L Casework-Cabine40verhead-Fn�ge: W332224 Casework-Cabine40verheatl-Micmwave: WM2459.5 Casework-Counterto�LShape: Casewoik-CountertopLShape Casework-Countertov- CaseworkLowtenop FLS:FLS SCHEDULE-DOOR LocaOon Wtl�h IIVINGSPA E 3'- " C 0 LIVINGSPACE 5'-0" BEDROOM 1 2'-4" BEDROOM 1 2' - 6" BATHROOM 1 2' - A" BEOROOM2 2'-6" BATHROOM 2 2' - 4' BEOROOM 1 2' - fi" LIVINGSPACE 3'-0" BEOROOM2 8'-0" Count ID 1 D809 1 D612 1 DB15 1 BBC36L 1 824RT 1 LS36 1 SB30 1 25 1 WD9n0 1 N2140 7 W3040 1 WlG27 1 NBCP40L 1 WS32224 1 WM2459.5 2 1 1 WdN Depih Height Count 4 2'-0' 2'-10" 1 1'-1" 1'-0" 1 1'-8' �'-10112" 1 2'-0' 3'-03/4" 1 2'-2" 5'-51/2" 1 2'-6" 6'-0" 1 2 1 SCHEDULE-WATER FIXTURE Loration Fia�ure Descnp0on GPM BATHROOM i Plumbing-FauceRBalhmom Punst NAtlespreatl BaNroom 12 Sink Faucet BATHROOM 1 Plumbing-S�owe`hea0 Rain Shower, HandhelE, Tub t.8 Spout BATHROOM 1 Plumbing-ToileFStantlard Floor- Mowted VJC 7.28 BATHROOM 2 PlumEing-Fauce48athroom Punst WWespreatl Ba�hioom 12 Sink Faucet BATMROOM 2 Plumbing-Showerhead Rain Shower, Hand�eld, Tub �.8 Spou[ BATHROOM 2 Plumbing�ToileFStanOartl Floor- Mountetl WC 118 qTCHEN Plumbing-FaurePKitUen Singlt �oie ki�Chen Sink Faucet 1.8 wi�h 7 inth pulbu� 5poul Total: 1036 SCHEDULE-WALLTAKEOFF Wall Type LengN BasicWall'.EMenorWali-6" 713'-21/8' BasiCWall'.FinishWall-1/4"-Tle 47'-61/4" BaSiCWaII:IntenorWall-412" 714'-31/4" BasicWall:lntenorWall-6t2" T-tt1/4" (2-sidetl Plumbing) SCHEDULE-FLOORING TAKEOFF Floonig Type Floor Flooring - 10" - Pavers F�oor Floonng- 10"-Tle(Bz8) Floor. Floonnq - 10" - WooC SCHEDULE-ROOFING TAKEOFF RoofType Basic Roof Roof - 8" Wootl Rafter - Composita Shirigle Area 872 SF 1B0 SF 707 SF fi0 SF Area 283 SF 79 SF 672 SF Area 962 SF DOOR NOTES 1. ALL DOOR GLAZING SHALL BE CLEAR, DUAL PANE. LOW-E INSUL4TED. AND TEMPERED PER CRC R308.4.2, U.O.N. 2 HEAD HEIGHT IS MEASURED FROM FINISHED FLOOR LEVEL 3. AT EACH EXTERIOR DOOR, A LANOING SHALL BE PROVIDED. THE WIDTH MEASURED IN THE DIRECTION OF TRAVEL SHALL BE MIN. 36" AND NOT LESS THAN THE WIDTH OF THE DOOR SERVEO. L4N�INGS SHALL HAVE A 2% SLOPE AWAV FROM THE BUILDING. 4. PROVIDED AN E%TERIOR OOOR SWMGS OVER THE UINDING L4NDING LEVEL SHALL NOT BE MORE THAN 1-i12" LOWER THAN THE TOP OF DOOR THRESHOLD. PROVIDED AN EXTERIOR DOOR DOES NOT SWING OVER THE L4NDING, L4NDING LEVEL $HALL NOT BE MORE THAN 7314" BELOW THE TOP OF THE THRESHOLD, PER CRC 31t 3 5. A LANDING IS NOT REQUIRED WHERE A STAIRWAY OF TWO OR FEVJER RISERS IS LOCATEO ON THE EXTERIOR SIDE OF THE DOOR, PROVIDED THE �OOR DOES NOT SWING OVER THE STAIRWAY WINDOW NOTES 1. ALL EXTERIOR GLP.ZING SHALL BE CLEAR, DUAL PANE, lOW-E INSULATE�, U.O.N. 2. HEAD 8$ILL HEIGHT ARE MEASURED FROM FINISHED FLOOR LEVEL. 3. ALL WINDOW FR4MES SHALL BE THERMALLV BROKEN. U.O.N. 6. TEMPERED GL45515 RE�UIRED WRHIN A 241NCH ARC OF EITHER VERTICAL EDGE OF DOORS. PER CRC R308.4.2. 5- TEMPERE�GLASSISREQUIREDFORBATHROOMWINDOWSWHERE BOTTOM EXPOSED EDGE OF GLAZING IS <sp' ABOVE WALKING SURFACE 8 MEASURED HOR20NTALLV WITHIN 60' OF SHOWER. PER CRC R308.4.5 6. U-VALUE AND SOL4R HEAT GAIN COEFFICIENT FOR GLPZED OPENINGS TO BE FOUND IN TITLE 24 REPORT. 7. BEDROOMWINDOWSMUSTMEEfALLOFTHEFOLLOWINGEGRE55 RE�UIREMENTS�. A. FINISHEDSILLHEIGHTMAX.4A" B. NETCLEARAREAOPENINGMIN.575QFT. C. NETCLEAR WIDTH OPENING MIN. 20" LIGHTING FIXTURE NOTES 7. PERMANENTLY INSTALLED LIGHT FIXTURES MUST COMPLY WRH JPB IN CENC. 2. UN�ER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS. 3. IXTERIOR LIGHTING SNALL AIM LIGHT DOWNWARD TO FV010 NUISANCE ON ADJACENT PROPERTIES. 4. ALL OUTDOOR LIGHTING SHALL BE CONTROLLEO BY A MANUAL SWITCH AND PROVIDED WITH A MOTION SENSOR. 5. ALL OUT�OOR LIGHTING SHALL BE CONTROLLED BY A PHOTO CONTROL OR ANY CONTROL CAPABLE OF AUTOMATICALLV SHUTTING R OFF WHEN DAYLIGHT IS AVAILABLE. BHUSKUTE � RESIDENCE 1745 HUNT DRIVE, i BURLINGAME DETACHED ADU ana[c*owEu.nnoN � ANAMIKA GOVAL COTTAGE TECHNOIOGIE5INC� � (� 2525 �6TH ST SUITE 316 Y S�IJFRaN�iS�� A �-; ,�a,s�"i-i; 15 MARLEE BERES PROJECT 7ESIGNER STRUCTURAL CONSt1LTANT NAb1E STRUCTURA�CONSULTANT TITLE =a CONSULTANT NAME TITLE 2a COMPLIANCE CONSULTANT NO. DATE NOTE Schedules A04.01 sc-�e ., -,�a�e� iC�ottage :,.. : _�..,,.. ,,.�F.:.-. BHUSKUTE ' RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU 3 � ADU EnlargeC Axon(Kitchen) i SCHEDULE-WATER FIXTURE Loration Gi ture Desaiption GPM BATHROOM 1 Plumbing-Fautet-BaNmom Punsl WWespreatl BaNroom 11 Sink Faucet BATHROOM 1 PlumbingShoweihead Rain S�ower, Harid�elE. Tub 1.8 Spoul BATHROOM 1 PlumbingToile�-Stantlaid Floor-Mountetl WC t28 BATHROOM 2 Plumbing-Faucet-Bathmom Puns� Nfidespreatl BaUioom 12 Sink Faucet BATHROOM 2 PlumbingShowerhead Rain Shower, HaMheltl. Tub 1.8 Spout BATHftOOM 2 Plumbing-Toile�-Standard FlOor- Mountetl WC 128 KITCHEN�� Plumbing-FaucBRKilchen SinglEhole kilchen sink Faucel 1.8 wiM ] Inch pull-out spout Total�. �p.� SCHEDULE-APPLIANCE �tem DeSCnption Wdth DepN Heighl Count 832 Gab Bars:8320-00�36� G2b Bars e SpedaltyEquipment5-Applia�DishwasherWld DishwaSAer-W24" 2'-0" 2'-P' 2'-10' 1 SpeCaltyEpuipments-Appliance-Mitrv.vayx:Coun�erto0 MicrowaveCounteROD 2'-�" 1'-1` 1'-0' t SpeGaM/EquipmenLs-Appliance�RangeHootl-WaIlMoun�ed: OverRangeVentHootl 2'-6" 1'-8" 0'-1012' 1 SpeciattyEquipments-Appliance-RangeHootl-W allMountetl SpeCialtyEpuipmenLs-Appliance-RangeUnil-0Bumers�.NlJO Range/OvenUni[-0B�meS 2'-6" 2'-0" 3'-03�4" t SpecialryEquipments-Appliance-ftetrgerator-Fu�I�.Nl.30 ReingerarorvFullHeighFW.30" 2'-6" 2'-2" 5'-512' t SpecialtyEquiDments-Appliance-WaSherDryer-S�arketl'. StaCkedWasher/Oryer-W17" 2'-3" 2'-6" 6'-0" i W27 SpeciaftyEquipments-Mirror-MedicineCabineL Z SpecialryEquipments-MirmrvMetlicineCabinel $peCialtyEquipments-Slitler-Glass-BaNNb: Genenc Glass Ba�hWb Door-Slitler 7 SCHEDULE�ASEWORK i�em co�m io C M Cab et Base-3Drawer. D8�9 1 OB09 C rk C G et Base3Drawer. DB12 i D8�2 Case oM�Cati et Base-3Dawer. D815 1 D015 CasewoM-CaDinet-Base-BiintlComer-LeR BBC36L i BBC3fiL Casewnrk-Cabine�-BaSe-FH�rta: B24RT t B24-RT CaSewOrk-Cabine4Base-lazy5usarc LS36 1 L536 Casework-Cabinei-Base-Sink: 5B30 1 5830 Casewoilc-Cabine4Door-LazySusan�. 1 Casework-Cabiriet-DoorvLazySusan Casework-CabinetAoOr. Cauwork-Cabinel-Door 25 Casework-Cabinet-OveMeatl-1DoorVvU9a0 1 W0940 CaSework-Cabine��Overhead-10oor: W2140 1 W21d� Casewonc-Cabinel-Overheaa-20oor Nf.i040 1 W3p40 Casew0�7c-Cabine�-Overhead-2Door W5627 1 W3627 Casewotic-Ga�ine40verheatl-BlintlComer-Left: WBC2740L 1 N1BC2740L Caseworic-Cabinet-0verheatl-Fritlge�. K332224 1 W332224 Casewo/k-Cabirie�-Overheatl-Miuowave: NM12459.5 1 WM2459.5 Caseworic-CountehopLShape'. Casework-Countertop-LShape 2 Casework�Counrenoo- Casewoifc-Countertop i FLS FLS t MICROWAVE PANTRY ROLL-OUT$ ADU Enlarged Elevation(Kdchen) peninsula ,�„_,,-0,. SUPER SUSAN FLOATING SHELF HOOD 3'-0' 2'-6' 0._9.. 3. �.. . * �� I �— I iln�! I BLIND CORNER 2'-6" 2'-3114" 0 ��.0 O O 00 � ir � �. �� .'��I� �� I� ��. � � � �i �, p�. Z� �„ z. 6.. �. 0�� Z. � 6.. z. �.. � RANGE SINKBASE DW �. p.. SUPERSUSAN 2 ADU Enlarged Elevation(IGtchen) 12" = 1'-0 15'-Ot/d.. Wv'1 Z. 0.. 1'-0114 ND COftNER =�c� � 0 2 0 2 6 1 Z. �, �� . I, 0 2_ 6„ _ o, � � I � �� I� s aos or a �, li _ � w m�� 2 �I� I . z � e I O o �1� � '.,�f�/i� I a � — — — _ — -0W— — L — � .� _ iLJ �� k ��/ '!��,� �� . .I .. 1 ADU Eniargetl Pian�Kltchen) 12.. = i.-0.. ', oRo,Ec*onierr>.rou � � ANAMIKA GOVAL COTTAGE TECHNOLOGIES INC� � � 2525 1oTH ST. St11TE 315 � SAN FRANCISCO. CA !a�5) 23%-3��5 MARLEEBERES PROJECT DESIGNER srRucTuaa�coNsu�raNrNnmE STRUCTURALCONSULTANT "TLE 24 CONSULTAN' NAME � iTLE _4 COMPLWNCE ��ONSUI'�.1NT NO. DATE NOTE Kitchen System A05.01 -�--- iC�ottage _-:;- -: __., : . I 1'-3' �1'-0" 2'-0" �' �� Ilo. 9^� Z. 9^ � 2. O.. � � REF.OPENWG 0'-3" BLIND CORNER 5 � ADU Enlarged Elevation(Ki[chen) ref. j „z._,,_o.. BHUSKUTE RESIDENCE 1745 HUNT DRIVE, � BURLINGAME i DETACHED ADU I 2 ADU Enlarge7 Axon(Bathroom 2) 4' ADU ENargeO AzOn(Baihfoom 1 lub) SCHEDULE-WATER FIXTURE Location Fxture Descnption GPM BATHROOM 1 PIumD'ng Faucet Ba�hroom Punst VNdesp2ad BaNroom 1 2 S�nk FaucB� 6ATHROOM i Plumb'ng Shovrerheatl Ra n S�ower Handheld. Tub 1.8 Spout BATHROOM 1 Plumbing-ToileFS�antlartl Floor- Moun�etl WC 1.28 B A T H R O O M 2 P lum Oin g- Fauce �- Ba Nroom Puns � W tles prea tl Ba t hroom 1. 2 Slnk Faucel BATHROOM 2 Plumbing-Showerfieatl Rain S�ower, Hantl�eld. Tub 1.8 Spout BATHROOM 2 PlumCing-Toile�-Stantlaid Floor- Mountetl VJC 1 28 KITCHEN Plumbing-Fauce4Kitthen Single-hole ki[chen sink tauce� 1.8 wi[h 7 inU Oulbut Spout Total. 10.36 � � � I � 2 6 � 1 3 1 3. 2 6 � 5�� MIN. � VANITY � 7 BaMroom 2 Eievation 1 . t2.. - �.-0.. � 6.. Z. 6. �._3. �. 3.. Z�_6�. a I �� I � �I � ��II m l �. \ 7�, 8 iA�5.�2;� � I _ % 1 ADU Enlar9etl Plan(BaMroom 2) „z..=,.-0.. � m � < � U K > 5'-0" T' 6 � Bathroom 1 Elevation 2 in.. _ �.-0.. � —� �I � � � . ��I m o m � � � .a,.�µ�, �!a�� I nas��. � � Z. 6.. � �. 3.. � �. _ 3.. � Z. 6.. V�� TUB/ OSH�WER � 5 ; BaMroom t Elevation � , �n,. _ �,-0. 7 6" 2. 6. �. 3• �. 3• Z� 6" �I 6 A05.02�,m � ' m H� ! � �� II II ; I �� i � o q � I �o� � � 3 A�U Enlarge0 Plan(BaMroom 1 tub) „z..=,.-0. i, rco�ccrwuEvra.iou � II ANAMIIU GOVAI I� COTTAGE TECHNOLOGIES INC / I2525 i6TH ST SUITE 3�6 �/` I SAN FRANGSCO CA �,�I �415J 23]-371j �I MARLEEBERES PROJECT DESIGNER �'. � STRUCTURALCONSULTANTNAME STRUCTURAL CONSLILTANT I TITLE �4 �ONSUL .1NT NAME I qE s�sa �OMPLIANCE CONSULTANT I NO. OATE NOTE Bathroom Svstem , A05.02 sc��e = _ � �Cottage --„. _ ._ . F�E-.F. � � 8 i Bathroom 2 Elevation 2 „�..=,,_o,. BHUSKUTE RESIDENCE � N O f ��c \ � x `"� \ � \ � � � + � EX. FENCE � � �+ /+ + + � + � � � / � /// `p- � * GA TE /*/ �t /+ 4=534 29"— + L=72.00" /* � /� CHIMNEY R=74o.ao' +/// � � /+ /*�_/ / / /+ /+ /�' / +/+// / /+ + � /+ �� cP' � /*� /+ +� I�' I, I ' �� _ �� /�� `� �� II GARAGE I�I� � DENSE UEGE7A7/GN i, I ' ' \ I' I I ` I I CHIMNEY+ /% � � I � / ti � I i � � � /+ /+/ � 0 �� . '� /+ � %� � � �L /+ . � �� i \\ � +`k606�6 / a5�ry \ � ^ /+ /} + / I � EX FENCE /� � �+ /+� I � � / \ n � I � � � � DENSE �EGE7ATlON �i-� �� S � O I y�s ao �^ . g � i� �� \ / \ � / —N— GRAPHIC SCALE � � � � � � � � 815/5 OF BfARINlS 1HE BEAR/NGS SHOWN HEREON WERE TAKEN FROM M/LLS ESTAIE N0.23 (59 RSM 24-25), BURUNGAME, SAN MA7E0 COUNN RECOROS. BASIS OF ELEYATIONS fLEVA770N5 SHOWN HER£ON WERE DERIVFD FROM A 6PS RTK SURVEY CONDUC7ED IN DECEMBER OF 2021. VERT7CAL DANM /S BASED ON NAVD88 (GEOID 12B). 1745 HUNT DR, BURLINGAME, CALIFORNIA DETACHED ADU APN 25-343-14 SAN MATEO GOUNTY, CA ALEXANDER & SSOCIATES INC. SURVEYORS-ENCaVEERS-PLANNERS 147 OLD BERNAL AVE. SUITE 10 PLEASANTON, CALlFORNIA 94566 surveyor�trivelley. com (925J 462-2255 7HlS MAP CORRECRY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT70N /N CONFORMANCE W17H R1E REOUIREMENiS OF THE PROFESSIONAL LANO SURVEYOR'S ACT AT THE REOU£ST OF COTTAGE 1ECHNOLOGIES lN D£CEAIBER OF 2021. AGiYYLj � f��eXGi t�.G{2Y -12-}'2021 DARRYL ALEXANDER DATE L5. N0. 5071 o�� 'WD �y5`� a ncF+9S�,�L o �� No. Zo �< a o L 5071 A� * * ��9� � CA��F�\P o�e„K. owE�...m� �. ANAMIKA GOYAL COTTAGE TECHNOLOGIES INC. � � %� 2525�6TH ST.,SUITE 316 y SAN FRANCISCO. CA � I (415)237-3715 DESIGNER NAME PftOJECT DESIGNER STRUCTUR4LCONSULTANTNAME STRUCTURALCONSULTANT 71TLE 24 CONSULTANT NAME TITLE 24 COMPLIANCE CONSULTANT NO. OATE NOTE Site SAurvev CO�.O 1 SCALE.1"=BFEET ICO�YB�,E .za�,.c...cem.+F.�_..-�«noAaA,,E->a. FASTENING SCHEDULE (2019 CBC TABLE 23.04.10.1) ELEMENT / CONNECiION FASTENERS LOCATION ROOF BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR 1RUSSES TO TOP PLATE OR OhIER 3—Bd TOENAIL EA. END FRAMING BELOW 1 BLOCKING BETWEEN RAFTERS OR TRUSS NOT 2_gd TOENAIL EA. END AT THE WALL TOP PLATE, TO RAFTER OR TRUSS 2-16d END NAIL FLAT BLOCKING TO TOP PLATE 16d � 6" O.C. FACE NAIL 2 CEILING JOISTS TO TOP PLATE 3-8d TOENAIL EA. JOIST 3 CEILING JOIST N0T ATTACHED TO PARALLEL 3-16d FACE NAIL RAFTER, LAPS OVER PART1T10NS 4 CEILING JOISTS ATTACHED TO PARALLEL TABLE 2308.7.3.1 FACE NAIL RAFTER 5 COLLAR TIE TO RAFTER 3-10d FACE NAIL 6 RAFTER OR ROOF TRUSS TO TOP P�ATE 3-10d TOENAIL ROOF RAFTERS TO RIDGE VALLEY OR HIP z—�6d END NAIL 7 RAFiERS: OR ROOF RAFTER TO 2" RIDGE BEAM 3-10d TOENAIL WALL 8 STUD TO STUD 16d 24" O.C. FACENAIL 9 STUD TO STUD AND ABUTTING STUDS AT �gd 16" O.C. FACENAIL INTERSECTING WALL CORNERS 10 BUILT—UP HEADER 16d �6" O.C. EA. EDGE, FACENAIL 11 CONi1NU0US HEADER TO STUD 4-8d TOENAIL 12 TOP PLATE TO TOP PLATE 16d i6" O.C. FACE NAIL 13 TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d En. SiDE OF END JOINT, FACE NAIL 14 BOTTOM PLATE TO J015T, RIM JOIST, BAND 16d 16" O.C. FACE NAIL JOIST OR BLOCKING BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16" O.C. FACE 15 J015T OR BLOCKING AT BRACED WALL 2-16d NAIL PANELS 16 STUD TO TOP OR BOTTOM PLATE 4—Sd TOENAIL 2-16d END NAIL 17 TOP OR BOTTOM PLATE TO STUD 2-16d FACE NAIL 18 TOP PLATES LAPS AT CORNERS AND z—�6d FACE NAIL INIERSECTlONS 19 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL 20 1"x6' SHEATHING TO EACH BEARING 2-8d FACE NAIL 21 1"8" AND WIDER SHEATHING TO EACH 3—Bd FACE NAIL BEARING FLOOR 22 JOIST TO SILL, TOP PLATE, OR GIRDER 3—Bd TOENAIL 23 RIM JOIST, BAND JOIST, OR BLOCKING TO gd 6" O.C. TOENAIL TOP PLATE, SILL OR OTHER FRAMING BELOW 24 1"x6"' SUBFLOOR OR LESS TO EACH JOIST 2—Bd FACE NAIL 25 2" SUBFLOOR TO JOIST OR GIRDER 2-16d FACE NAIL 26 2" PLANK 2-16d EA. BEARING, FACE NAIL 32" O.C. FACE 27 BUILT UP GIRDERS AND BEAMS, 2" LUMBER Zpd NAII BOTTOM AND LAYERS STAGGERED ON OPPOSITE SIDES LEDGER STRIP SUPPORTING JOISTS OR EA. JOIST OR 28 RAFTERS 3-16d RAFTER, FACE NAIL 29 JOIST TO BAND JOIST OR RIM JOIST 3-16d END NAIL 30 BRIDGING OR BLOCKING TO JOIST, RAFTER z_gd EA. END TOENAIL OR TRUSS WOOD STRUCTURAL PANS, SUB FLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING" 31 �y" _$.. sd 6" EDGE 32 '�i� — 3/i' 8d 12" INTERMEDIATE 33 ;'�" — Y�" ipd SUPPORTS OTNER EXTERIOR WALL SHEAT}11NG 34 X�" FIBERBOARD SHEATHING 1 N�" GALVANIZED ROOF NAIL 3" EDGE 6" INTERMEDIAiE 35 25fyp" FIBERBOARD SHEATHING 1�'y" GALVANIZED ROOF NAIL SUPPORTS WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36 3'a" AND LESS Sd 3� 6" EDGE �'g — � gd 12" INTERMEDIATE 38 1 Ys" — 1 Ya� lOd SUPPORTS PANEL SIDING TO FRAMING 39 �" OR LESS 6" EDGE 12" INTERMEDIATE 40 �g" SUPPORTS INTERSIOR PANELING 41 Ya� 6" EDGE 12" WTERMEDIATE 4Z � SUPPORTS A. NAILS SPACED AT 6" AT INTERMEDIAiE SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD S1RUCiURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. BAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. B. SPACING SHALL BE 6" ON CENTER ON THE EDGES AND 12'" ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICAIIONS. PANELS SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). C. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTERS SHALL BE PERMITTED TO BE REDUCED BY ON NAIL. D. FASTENERS FOR PRESERVATIVE—TREATED OR FIRE—RETAR�ANT—TREATED WOOD SHALL BE OF HOT DIPPED ZINC—COATED GALVANIZED STEE� IN ACCORDANCE WITH ASTM A153 "' SEE TABLE 2304.10J FOR MORE WFORMATION. ABBREVIATIONS HGT HEIGHT AB ANCHOR BOLT HORIZ HORIZONTAL ABV ABOVE ID INSIDE DIAMETER ADDL ADDITIONAL IF INSIDE FACE ALT ALTERNATE I JST I—JOIST APA AMERICAN PLYWOOD INT INTERIOR ASSOCIATION JST JOIST ARCH ARCHITECTURAL JT JOINT AWPA AMERICAN WOOD LDGR LEDGER PRESERVERS ASSOCIATION LTWT LIGHT WEIGHT B BOTTOM MATL MATERIAL BEL BELOW MAX MAXIMUM BLKG BLOCKING MB MACHWE BOLT BM BEAM MECH MECHANICAL BN BOUNDARY NAIL MFR MANUFACTURER BRG BEARING MIN MINIMUM BTWN BETWEEN MISC MISCELLANEOUS BOT BOTTOM MTL METAL CBC CALIFORNIA BUILDING CODE NIC NOT WCONTRACT CIP CAST—IN—PLACE NS NEAR SIDE CJ CONSTRUCTION JOINT NTS NOT TO SCALE CL CENTER LINE O.C. ON CENTER CLR CLEAR OD OUTSIDE DIAMETER COL COLUMN OF OUTSIDE FACE COLL COLLECTOR OPNG OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECTION ORIG ORIGINAL CONSTCONSTRUCTION OSB ORIENTED STRAND BOARD CONT CONTINUOUS PL PLATE DBL DOUBLE PLYWDPLYWOOD DEMO DEMOLISH PSL PARALLEL STRAND LUMBER DF DOUGLAS FIR/LARCH PT PRESERVATIVE TREATED DP DEEP P`�d PLATE WASHER DIA DIAMETER R RADIUS DIM DIMENSION REF REFERENCE DIR. DIRECTION REINF REINFORCEMENT DO DITTO (REPEAT) REQD REQUIRED DWG DRAWING RF ROOF DWL DOWEL RFT RAFTERS (E) EXISTING S.A.G. SEE ARCHITECTURAL DWGS EA EACH SCHEDSCHEDULE EF EACH FACE SECT SECTION EL ELEVATION SIM SIMILAR ELEC ELECTRICAL S.O.G. SLAB ON GRADE ELEV ELEVATION SN SHEAR NAIL EMBEDEMBEDMENT SPEC SPECIFICATION EN EDGE NAIL SQ SQUARE EQ EQUAL OR EQUIVALENT STD STANDARD ES EACH SIDE STGR STAGGER E.W. EACH WAY STIFF STIFFENERS EXT EXTERIOR STR STRUCTURAL FDN FOUNDATION STR—I STRUCTURAL I FF FINISHED FLOOR T TOP FJ FLOOR JOIST T&B TOP & BOTTOM FOC FACE OF CONCRETE THK THICKNESS/THICK FOM FACE OF MASONRY THR THREADED FOS FACE OF STUD TN TOENAIL FRM FRAMING TOP TOP OF PARAPET FRT FIRE—RETARDANT TREATED TOW TOP OF WALL FS FAR SIDE TYP TYPICAL FTG FOOTING UON UNLESS OTHERWISE NOTED GA GAUGE VERT VERTICAL GALV GALVANIZED VSH VERTICAL SLOTTED HOLES GLB GLUED LAMINATED BEAM WD WOOD GR GRADE WP WATERPROOF OR WORK GYP GYPSUM POINT H HORIZONTAL WT WEIGHT HDR HEADER WWF WELDED WIRE FABRIC HDG HOT DIP GALVANIZED W� WITH HGR HANGER w/o WITHOUT REQUIRED SPECIAL INSPECTION SEE SIGNED CITY OF BURLINGAME SPECIAL INSPECTION AGREEMENT SHEET INDEX SHEET SHEET TITLE N0. S0.1 STRUCTURAL COVER SHEET S0.2 GENERAL NOTES S1.0 TYPICAL DETAILS S1.1 TYPICAL DETAILS 51.2 TYPICAL DETAILS S1.3 TYPICAL DETAILS S2.0 STRUCTURAL PLANS S3.0 STRUCTURAL DETAILS SCOPE OF WORK STRUCTURAL ENGINEERING DESIGN FOR A DEATCHED ADU. CONDITION OF ISSUANCE THESE STRUCTURAL P�ANS HAVE BEEN ISSUED AS AN ENGINEERING PROGRESS CHECK OR FOR THE USE OF THE BUILDING OFFICIAL THESE PLANS HAVE NOT BEEN COMPLETELY REVIEWED OR APPROVED BY THE BUILDING DEPARTMENT. THESE PLANS ARE SUBJECT TO REVISION UNTIL THE PLANS NAVE BEEN STAMPED AND APPROVED BY THE BUILDING DEPARTMENT. ANY BIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESE UNAPPROVED DOCUMENTS IS THE SOLE RESPONSIBILITY OF THOSE MAKING THE BID AND PERFORMING THE CONSTRUCTION. COPYRIGHT 2022 BY ZENITH ENGWEERS INC. NO PARTS OF THIS DOCUMENTS MAY BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF THE ENGMEER BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU � f' S l `,�� U A (F'q, 5 � `? � �n ♦ C 90749,. r/ . �r4r CIVII P1~!- F�i' CA��F� �K,�..,a. � ANAMIKA GOYAL COTTAGE TECHNOLOGIES INC. 252516TH ST., SUITE 376 � SAN FRANCISCO. CA � � (415)237-3715 \ �Eo<�o �. I MARLEEBERES PROJECT OESIGNER ZENITH ENGINEERS INC. STRUCTURALCONSULTANT TITLE 24 CONSULTANT NAME TITLE 24 COMPLIANCE CONSULTANT � NO. DATE NOTE STRUCTURAL COVER SHEET SO.� SCALE�. NTS �ottage -.�1.�...�E��,'No.Foa�o.�,a��.�o� GENERAL FOUNDATION 1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE S PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. DETAILS NOTED AS "TYPICAL" SHALL BE USED WHENEVER 1. APPLICABLE. REFER TO SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER/ ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS 2. OF THE STRUCTURAL DRAWINGS AND /OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF, AND RESOLVED WITH, THE 3 ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. WHERE A CONSTRUCTION DETAIL IS NOT SPECIFICALLY SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION. 5. 6. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN OR THRU SLABS, BEAMS, OR WALLS, NOR SHALL ANY 6 STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. EXCEPT AS INDICATED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR � SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY PIPES, DUCTS, ETC. 7. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE 8 REQUIREMENTS OF THE CBC 2019. 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 9. RETAIN A CALIFORNIA REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY BRACING, SHORING, AND SUPPORT REQUIRED DURING 9. CONSTRUCTION. 10. INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME AND BUILDING DEPARTMENT APPROVAL TIME IN THE COST OF 1 PROPOSED MATERIAL ALTERNATES. CONTACT ENGINEER FOR FEE AMOUNT. SUBMIT MATERIAL ALTERNATE FOR REVIEW BEFORE CONSTRUCTION. DESIGN CRITERIA 1. VERTICAL LOADS : A. DEAD LOADS: ROOF........................................ 10 PSF CEILING ..................................... OS PSF B. LIVE LOADS: ROOF ....................................... 20 PSF CEILING.................................. 10 PSF 2. LATERAL LOADS: A. EARTHQUAKE DESIGN DATA� RESPONCE MODIFICATION FACTOR (R)= 6_5 (LIGHT-FRAME WOOD WALL w/STRUCTURAL PANEL� V=0.391W (ASD) (INCLUDES rho=1.3) SEISMIC IMPORTANCE FACTOR..........= I_ OCCUPANCY CATEGORY ....................= II MAPPED REFERENCE RESPONSE ACCEL.... SS = 2.444 S� _ �.�24 SITE CLASS ........................................= D SPECTRAL RESPONSE COEFF........... Sos = 1.955 Sp� = 1.161 SEISMIC DESIGN CATEGORY ..............= E SEISMIC RESPONSE COEFF ...............=0.301 ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE B. WIND DESIGN DATA: BASIC WIND SPEED ..........................= 91 MPH SITE EXPOSURE ................................= B 1 ........................................................= 1.00 Kzt...................................................= 1.00 DESIGN WIND PRESSURE (p30).......= 19_8 PSF (MAX) 01� INFORMATION: SOIL DESIGN PRESSURES: CBC 2019 TABLE 1806.2 - PRESUMPTIVE LOAD-BEARING VALUES ALLOWABLE BEARING PRESSURES: 1.500 PSF (500 PSF INCREASE FOR WIND OR SEISMIC) LATERAL EQUIVALENT FLUID PRESSURE: 45 PCF LATERAL BEARING PRESSURE: 700 PCF FRICTIONAL FACTOR: 0.25 BOTTOM OF THE FOOTING SHALL BE AT LEAST 18 INCHES BELOW LOWEST ADJACENT FINISHED GRADE. REFER TO AND CHECK WITH ARCHITECTURAL DRAWINGS FOR VARIOUS FLOOR SLOPES, DROPPED SLABS, DEPRESSIONS CURBS, STEPS, WALKS, DRAINS, DEPRESSED FLOOR, ETC. & DIMENSIONS NOT SHOWN. NO CONCRETE SHALL BE POURED IN ANY FOUNDATION UNTIL EXCAVATION HAS BEEN INSPECTED, EXCAVATION SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER. ALL SLEEVES THROUGH FOUNDATION WALLS AND UNDER FOOTING TO BE INSTALLED PRIOR TO FOUNDATION POUR NO SLEEVING OF ANY GRADE BEAM WILL BE PERMITTED UNLESS SHOWN ON STRUCTURAL DRAWINGS APPROVED BY THE ENGINEER. THE ENGINEER HAS NO CONTROL OR RESPONSIBILITY FOR THE DESIGN OF TEMPORARY SHORING, SCAFFOLDING, FORMING, UNDERPINNING, ETC., NOT DETAILED ON THESE PLANS. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE (OR GROUT) HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM MATERIAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHA�L PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING. FOUNDATION CONTRACTOR SHALL VERIFY AND PROVIDE CROSS VENTILATION THROUGH ALL PORTIONS OF CRAWL SPACE FOR PROPER AIR FLOW. 0. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER, PRIOR TO FABRICATION OR ERECTION, WHEN DISCREPANCIES ARE FOUND. REINFORCED CONCRETE 1. CEMENT SHALL CONFORM ASTM C150, TYPE II. 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 3. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2.500 PSI AT 28 DAYS: (4" MAX SLUMP FOR FLATWORK) 4. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THATINCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 5. NO CONDUIT PLACED IN CONCRETE SLAB SHALL HAVE AN OUTSIDE DIAMETER GREATER THAN Y3 THE THICKNESS OF THE SLAB. NO CONDUIT SHALL BE EMBED. IN A SLAB THAT IS LESS THAN 3Y2" THICK. EXCEPT FOR LOCAL OFFSETS, MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE THREE DIAMETERS ON CENTER. (EXCEPT IF THE CONDUIT IS PASSING THROUGH). 6. PROJECTING CORNERS OF SLAB , BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4' CHAMFERS. 7. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR MOLDS, GROOVES, CLIPS, ORNAMENTS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE. REINFORCED STEEL 6. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOOTING STEEL OFF THE GROUND. PRECAST CONCRETE DOBIES ARE APPROVED. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60. BAR REINFORCEMENT THAT IS TO BE WELDED SHA�L BE ASTM A706, GRADE 60. WELDING OF REINFORCING BARS SHALL CONFORM TO AWS D1.4-OS AND CBC STANDARD 19-1. E70XX ELECTRODES SHALL BE USED. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. SPLICES IN REWFORCING STEEL SHALL LAP AS FOLLOWS, UNLESS NOTED OTHERWISE: #3 THROUGH #6 = 48 DIA., #7 THROUGH #9 = 68 DIA., #10 THROUGH #11 = 86 DIA. HORIZONTAL SPLICES SHALL BE STAGGERED. NON-CONTACT SPLICES SHALL NOT BE SPACED TRANSVERSELY FARTHER APART YS THE REQUIRED LAP SPLICE LENGTH, OR 6 INCHES. THE CLEAR DISTANCE BETWEEN PARALLEL BARS SHALL BE FOUR BAR DIAMETERS BUT NO LESS THAN 1Y2" U.N.O. IN WALLS AND SLABS OTHER THAN CONCRETE JOIST CONSTRUCTION, REWFORCEMENT SHALL BE SPACED NOT FARTHER APART THAN THREE TIMES THE WALL OR SLAB THICKNESS, NOR 18". REWFORCING STEEL SHALL HAVE A PROTECTED CONCRETE COVERING AS FOLLOWS, U.N.O. 2. 3. 4. 5. WALL STEEL BELOW GRADE: ON DIRT SIDE WHEN POURED AGAINST DIRT = 3" ON DIRT SIDE WHEN FORMED = 2" WALL STEEL ABOVE GRADE: IN ALL OTHER CASES = 1-Y2" OTHER ITEMS : FOOTING PADS = 3" SLABS (ON EARTH) = 2" SLABS (HARD ROCK CONCRETE) = 1" JOISTS (SIDES, TOPS & SOFFITS) = 1" COLUMNS (TO MAIN STEEL) = 2" BEAMS/GIRDERS (SIDES, TOPS & SOFFITS) = 2" ENGINEER APROVED EQUALS. 15. PROVIDE BLOCKING OR BRIDGING PER 2015 NDS SECTION 4.4.1. 16. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19 PERCENT. 17. MACHINE BOLTS AND ANCHOR BOLTS SHALL BE GRADE-A CONFORMING TO ASTM A307. NUTS FOR MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A563, HEX GRADE-A THREADED RODS SHALL CONFORM TO ASTM A36. ROUND WASHERS SHALL CONFORM TO ASTM F436 AND SQUARE PLATE WASHERS SHALL CONFORM TO ASTM A36. SPECIA� INSPECTION 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND � SHALL BE LAPPED 12" MINIMUM. 8. ALL WALLS SHALL BE DOWELED TO SUPPORTING FOOTINGS, BEAMS, PADS, ETC., WITH BARS THE SAME SIZE AND SPACING AS 2 VERTICAL BARS IN THE WALL UNLESS OTHERWISE DETAILED. ANCHORAGE OF DOWELS SHALL BE EQUNALENT OF A BAR SPLICE. 9. DOWEL REINFORCED SLABS TO WALLS AND OTHER EDGE MEMBERS PER TYPICAL DETAILS. 10. ALL REINFORCING STEEL IS TO BE PLACED IN RELATNE POSITION SHOWN ON DRAWINGS. NO SPLICES IN ANY REINFORCING WILL BE PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 11. REINFORCWG DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCWG STEEL INSTITUTES "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 12. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS BEFORE PLACING CONCRETE OR GROUT. VERTICAL BARS IN 3 MASONRY WALLS SHALL BE TIED IN POSITION AT THE TOP AND BOTTOM AND INTERVAIS NOT EXCEEDING 200 x BAR DIAMETERS. STRUCTURAL WOOD 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLIB & WWPA) JOISTS & PLANKS: N0.1 BEAMS & STRINGERS: N0.1 POST & TIMBERS: N0.1 GLUED LAMINATED TIMBERS: COMBINATION 24F-V8 PARALLAM, PSL: 2.2E (2900Fb) VERTICAL STUDS: 2X4 STUDS, 8'-0" LONG: N0.1 2X4 STUDS, 8'-1"TO 14"-0" LONG: N0.1 2X6 STUDS: N0.1 ALL OTHER LUMBER: N0. 1 STRUCTURAL LIGHT FRAMING 2. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH EARTH OR RESTING ON FOUNDATIONS SHALL BE PRESSURE TREATED DOUGLAS FIR (P.T.D.F.). ALL FASTENERS SUCH AS NAILS, BOLTS, SCREWS, ANCHOR BOLTS, ETC. ATTACHING P.T.D.F. OR FIRE-RETARDANT TREATED WOOD SHALL BE HOT-DIPPED ZINC COATED GALVANIZED OR STAINLESS STEEL (ASTM A153). 3. NEW MUDSILLS SHALL BE MINIMUM 3x PRESSURE TREATED w/ 5/s�� ANCHOR BOLTS w/ 8" MIN. EMBED. IN CONCRETEV� 4'-0" MAX. SPACING w/ 3"x3"x.229" THK PLATE WASHERS. PROVIDE MINIMUM TWO BLTS PER MUDSILL EACH ONE NOT MORE THAN 12" OR LESS THAN 1 BOLT DIAMETERS FROM END. 4. ANCHOR BOLT SPACING � SHEAR WALL PER SHEAR WALL SCHEDULE. 5. WHERE STUD PARTITIONS JOIN CONCRETE OR MASONRY WALLS THE END STUD SHALL BE ANCHORED THERE TO WITH Y2" BOLTS NEAR THE TOP & BOTTOM AND AT EACH ROW OF FIRE BLOCKING. SUCH BOLTS SHALL BE EMBEDDED IN THE WALL NOT LESS THAN � OF THE WALL THICKNESS OR 8" MAX. 6. CUTTING, NOTCHING, OR BORING OF STUDS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY ENGINEER AND/OR PER 2018 NDS. SEE ALSO DETAIL 5/S1.2. 7. ALL NAILING SHALL CONFORM TO CBC TABLE 2304.10.1, AND SHALL BE COMMON NAILS, UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. 8. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. HOLES FOR BOLTS SHA�L BE BORED Y6' LARGER THAN THE NOMINAL BOLT DIAMETER. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. 9. TOP PLATES OF ALL WOOD STUD WALLS TO BE (2) 2x MINIMUM (SAME WIDTH AS STUDS), LAP 48" MIN. WITH NOT LESS THAN (6) 16d NAILS AT EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 10. PLYWOOD SHALL BE APA STRUCTURAL-I RATED SHEATHING WITH EXTERIOR GLUE. 11. PROVIDE DOUBLED JOISTS UNDER ALL PARALLEL PARTITIONS. SEE DETAIL 2/51.2. 12. ALL LAG SCREWS TO BE PREDRILLED, DRILL DIAMETER TO BE 60 PERCENT OF SHANK DIAMETER. 13. RE-TIGHTEN ALL ANCHOR BOLTS JUST BEFORE CLOSING IN. 14. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC. SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF CBC SECTION 1704. SPECIAL INSPECTOR SHALL: A. BE UNDER THE SUPERVISION OF CALIFORNIA REGISTERED CIVIL ENGINEER. B.OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS. C. FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN IF NOT CORRECTED, TO THE ENGINEER AND BUILDING DEPARTMENT. D. SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT A FINAL REPORT, SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER, STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. INSPECTION NOTES: A. CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED WSPECTIONS REQUIRED BY CBC SECTION 109, APPENDIX CHAPTER 1. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A BUILDING OFFICIAL SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT APPROVAL OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE. B. CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING PERFORMANCE OF THE WORK UNLESS SPECIFICALLY NOTED. C. SPECIAL INSPECTORS MUST BE CERTIFIED BY THE BUILDING DEPARTMENT TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. D. IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. COPIRIGHT 2022 B7 ZENIhi ENGINEERS INC. NO PARTS OF iHIS DOCUMENTS MAY BE REPRODUCED OR USED WIiHOUT WRIT7EN PERMISSION OF THE ENGINEER BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU B s /,�OQ U 4 �f h "!'c (� m iJ � ,A�'� � C 90749 ♦ � CIVII �2p. .. .. r9rF0{' CAI�F�P �,ER�,...,a� � ANAMIKA GOYAL COTTAGE TECHNOLOGIES INC. 252516TH ST., SUITE 316 � SAN FRANCISCO. CA � / (415) 2373�15 1 l �. MARLEEBERES PROJECT OESIGNER ZENITH ENGINEERS INC. STRUCTURALCONSULTANT TITLE 2d CONSULTANT NAME TITLE 24 COMPLIANCE CONSULTANT � NO. DATE NOTE GENERAL NOTES SO.2 SCALE�. NTS �Cottage -- a �o. <�E _ �.F�Aw�.A�.�� COPYRIGHT 2022 BY ZENITH ENGINEERS INC. NO PARTS OF THIS DOCUMENTS MAY BE REPRODUCED OR USEO V�ITHOUT NRITTEN PERMISSION OF THE ENGINEER -PLACE 90' HOOK ON OPPOSITE SIDE AT ALTERNATE STIRRUPS BACKFILL 1RENCH AND - RECOMPACT TO 909, COMPACTION � -- i ��,.-6• � MIN i I 1� � � FOOTING - 1 � � �1 I i NO DIGGING FOR PIPE TRENCH J -�ENCH PARALLEL TO FOOTING BELOW THIS LINE (STEP FOOTING DOWN AS REO'D) � aos iw� Na� aaz aw�m _= Z 3 _ � _ I� �^----� NQ � - s -r _� 9� MIN /- / � �� = z -L � a � � � - z �"� - SLEEVE I.D. OF SLEEVE SHALL BE 2" MIN. LARGER hIAN OF DIA. OF PIPE /- / 9" MIN. o _' � - STIRRUP CAP ,� • � • • • � � 135' - 135' - HOOK HOOK TYP. TYP. � � � � CLOSEO HOOP. STIRRUP OR T1E 135' - HOOK 90' HOOK . � � CROSS ilE MIN. 6" --�-� MIO. LAP � 90' - HOOK CIRCULAR HOOP � � � � 135 - HOOK - 135' T1'P. HOOK rrn. OPEN HOOP. STIRRUP OR TIE STIRRUPS. TtES. HOOPS AND CROSS 11ES � TYP.REINFORCING BAR BENDS G Scale: NTS ,- HORIZ. BEAM REINF. MAY BE � CONT. OR ADD BARS SAME SIZE & SPACING AS REINFORCING / L� - � / � - � PLAN SINGLE LAYER INTERSECTION . � / / �• NOTE : 1. WHERE PIPES ARE MORE THAN 2'-0" BELOW BOTTOM OF FOOTING, STEP DOWN PER TYPICAL FOOTING STEP DETAIL. 2. PLACE CONCRETE FILL AROUND SLEEVES BEFORE POURING FOOTINGS AND/OR PADS.FILL SHALL BE THE SAME WIDTH AS FOOTING AND FULL DEPTH OF PIPE TRENCH. 3. THIS DETAIL APPLIES ALL CONT. FOOTINGS AND PAD FOOTING � TYP. CONT. FTG/PAD FTG @ PIPE/CONDUIT U Scole: NTS z.- 2-#4 CONT. #4x � e zs o.e .. � sroc sx Nea � - _� � � ' REFER TO PLANS �� g^ -FOR SLAB THICKNE55 G-� AND REINFORCEMENT A SLAB EDGE REBAR PER PLAN 6t OR MIN 6t OR MIN 1'-0" � S.A.D , � -�^ / � S.A.D �, -� � � � . - 10 MIL POLYEiHYLENE 2" SAND VAPOUR BARRIER - 4" CRUSHED � DEPRESSED SLAB STONE � PLAN �� < SINGLE LAYEER CORNER / -� / � DOUBLE LAYER INTERSECTION DOUBLE LAYER CORNER L= 30 BAR DIA. MIN. IN CONCRETE (MIN. 24" LAP) L= 40 BAR DIA. MIN.IN MASONRY (MIN. 24" LAP) � TYPICAL REINFORCING BARS Y Scale: NTS - SAWCUT OR � TOOLED JOINT � � / -/ / /- CONTROL JOINT n STOP SLAB BARS 4 STOP SLAB BARS -EXP. TYP. SLAB ON EXP. JOINT MAT'L GRADE (SEE PLANS) �2" Zy- ' � EQ. ' GREASED REBAR -EXP. JOINT MAT'L (NO BOND) - q4 SMOOTH BARS � 18" O.C. SLIP JOINT � NOTES: CONTROL JOINTS SHALL BE WSTALLED PER MFR'S INSTRUCTIONS.IF NOT INDICAiED, INSTALL AS SQUARE A PATTERN AS POSSIB�E WITH 10'-0" MA%. SPACING (100 SOFT). REFER TO SOILS REPORT WHICH MAY SPECIFY SMALLER DIMENSIONS. CONiF2ACTOR MAY REOUIRE T1GHIER SPACING. USE SLIP JOINTS IN TWO DIREC110NS � EA. COLUMN (OR AS SHOWN ON PLAN). LAP SPLICE LENGTH + 1'-0" NO TWO ADJ. BARS ARE SPLICED � AT SAME POINT � �� i �y 'MRE T1E5 (NP.)- �i. - -�-�€_ -_�--�-,�-- REINFORCEMENT - LAP SPLICE DIFFERENT LAYERS IN FOUNDATION MAT OR WALL / SEE TABLE LAP SPLICE LENGTH + 1'-0" NO TNO ADJ. BARS ARE SPLICEO AT SAME POINT ,�� . . .�'. , - -- ... WIRE T1ES (TYP.).-.:-'.' ____�-___._ ._. _�.��z _T REINFORCEMENT - LAP SPLICE � '� SEE TABLE TYPICAL STAGGERED LAP SPLICE NOTES: 1. ALL VERTICAI REINFORCING FOR COLUMNS, PIERS, AND WALLS SHALL BE DOWELED AS SHOWN EXCEPT SPECIFIC DETAILS ON DRAWINGS SHALL GOVERN IN CASES OF CONFLICT. 2. DOWELS SHALL BE hiE SAME GRADE, SIZE AND NUMBER AS VERTICAL REMFORCING. 3. TOP IN THE TABLE BELOW INDICATES REINFORCEMENT HAS MORE THAN 12 INCHES CONCRETE BELOW SPLICE. 4. USE CLA55 B U.N.O. 5. WFiERE BARS OF DIFFERENT SIZE ARE TO BE SPLICED, THE SPLICE LENGTH FOR ALL BARS SH BE THAT RE�UIRED FOR THE LARGEST. 6. WFiEN REINFORCEMENTS ARE EPDXY-COATED, ALL VALUES SHALL BE INCREASED BY 50� 7. WFiEN LIGHT WEIGHT CONCRETE IS USED, THE VALUES LISTED IN iHE TABLE FOR TENSION DEVELOPMENT + LAP SPLICE LENGTHS SHALL BE INCREASE BY 30% TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR BARS IN WALL, SLABS AND FOOTINGS (ACI 25.4.2.3.) f'c = 3,000 psi BAR LAP CONCRETE CONCRETE CONCRETE CONCRETE SIZE CLASS COVER 0.75" COVER 1.50" COVER 2.00" COVER 3.00" TOP OTHER TOP OTHER TOP OTHER TOP OTHER A 13 12 73 12 13 12 13 12 #3 B 17 13 77 13 17 13 17 13 A 22 77 17 13 17 13 17 13 #4 B 28 22 23 17 23 17 23 17 A 32 24 22 17 22 17 22 17 #5 B 41 32 28 22 28 22 28 22 A 43 33 26 20 26 20 26 20 #6 B 56 43 34 26 34 26 34 26 A 69 53 43 33 38 29 38 29 #� B 90 69 55 43 49 38 49 38 A 86 66 54 41 43 33 43 33 #$ B 111 86 70 54 56 43 56 43 A 104 80 66 51 53 41 48 37 #9 B 135 104 86 66 69 53 63 48 A 125 96 81 62 66 51 55 42 #10 B 162 125 105 81 85 66 71 55 A 146 113 97 74 79 61 61 47 #>> B 190 146 125 97 102 79 79 61 � TYPICAL REBAR LAP SPLICE � Scale: NTS H sa 6 � ----- ----Sd �' � � �' -- h Sa � 4dp NOT LESS THAN 2.5" / _ .� STANDARD HOOKS STIRRUP / TIES / HOOPS MIN. 180� HOOK STIRRUPS & 90� HOOK, EQUIVALENT SIZE BAR db DIA.' OF 4db TIES, 6dy 12db EMBED. LENGTH BEND EXTENSION EXTENSION EXTENSION 13db #3 0.375" 2.3" 2.5" 2.5" 4.5" 4.8" #4 0.5" 3.0" 2.5" 3.0" 6.0" 6.5" #5 0.625" 3.8" 2.5" 3.8" 7.5" 8.1" #6 0.75" 4.5" 3." NP 9.0" 9.7" #� 0.875" 5.3" 3.5" NP 10.5" 11.3" #8 1.0" 6.0" 4.0" NP 12.0" 13.0" #9 1.128" 9.0" 4.5" NP 13.5" 14.6" #�� L27" 10.2" 5.1" NP 15.2" 16.5" #11 1.41" 11.3" 5.6" NP 16.9" 18.3.. TYP. DEPRESSED SLAB AND SLAB EDGE � SLAB JOINTS /^,�\ TYP. STANDARD HOOKS / TIES �J Scale: NTS J Scole: NTS '�' Scale: NTS BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU s .�,�Q J A �f �`' 4,�A�'�.��r� c�,\ � C91v�IS� 1f! sr �a � qr ClVil P? FOf CA��F� sauiecr�amExr�*ro. � ANAMIKA GOVAL COTTAGE TECHNOLOGIES INC. 2525 16TH ST., SUITE 316 ^ SAN FRANGSCO, CA // (415)2373715 I �n r a�..�, 1"i MARLEEBERES PROJECT DESIGNER ZENITH ENGINEERS INC. STRUCTURALCONSULTANT T1TLE 24 CONSULTANT NAME TITLE 24 COMPIIANCE CONSULTANT NO. DATE NOTE TYPICAL DETAILS S�.O SCALE. ASSHOWN iC�ottage .�_�.,�_�_-�,=oA��a�.�oN E.N. AT- PANEL EDGE 1'-4" MIN. PANEL JT. STAGGER BLKG O PLYWD UNSUPPORTED EDGES WHEN SPEECHIFIED ON FRAMING PLAN JST/RFT PER PIAN. TYP. E.N. � STAGGERED E.O. PANEL EDGES - BEAM PER PLAN -B.N. AT DIAPHRAGM BOUNDARY 4'-0" SHEATHING PANELS TYP. 4_-0" MIN. PANEL E.N. O CONTI. PANEL EDGES WFiERE BLKG OF PANEL EDGES IS REQUIRED F.N. � INTERMEDIATE SUPPORTS BOLT DIA. 'D' Y2"6 THRU �/e"0 1"0 1YB"0 WASHER SIZE 0.229"x3"x3" �'is�x3"z3" �"x3"x3" B•^MAI �9"�'--9"�' ;f 9" A .�-9"--f �i � o-» o o;; _❑o�-,� 0 5 � I��- - WP.SHER PLATE PER SCHEDULE I i -- �"0 A.B. O 48" O.C. TYP. REFER _ __ TO SHEARWALL SCHED. FOR BOLT SPACING � SHEARWALLS WHEN SILL PLAiE IS \ � �� DRILLEO OR NOTCHED MORE THAN J5 OF THE o�'� -2 BOLTS MIN. IN EA. SILL SECTION pLATE WIDhI. INSTALL ONE BOLT ON EACH SIDE OF THE NOTCH EQ. �Q. H- � TYP. SILL PLATE DETAIL Scole: NTS � TYP FLOOR/ROOF DIAPHRAGM ASSEMBLY Stale: NTS 9.. �MA�. . STGR. PANEL JT. EA SIDE OF WALL (VERT & HORIZ) STUD DOUBLE SIDE SHEATHING SHEAR WALL HD POST EA. END (SEE NOTE 2) - PANEL I JOINTS � � �.. � s � MIN. Z U' V N aw '�' a . i4" � ,j,�' MIN. {� � —• I�� — �— STGR. NAIL'G EDGE NAIUNG TO HD POST (FULL HEIGHT) STUDS � 16" (MA%) (SEE NOTE) HOLDOWN PER PLAN (SEE HOLDONM DETAIL) EDGE NAILING TO TOP - - SHEAhIING � OPENINGS FOR PLATES STGR -FlELD NAILING � ALL � FWSH FINISH I OTHER STUDS i STAGG EDGE NAILING � ALL - - TOP PLATES PANEL EDGES i . I _- _ __�T71-�,Ilc I -----I.i. -_� -�y 1' � � � -DOOR OR WINDOW — - '� � I I II I � � . '� II HEADER --- =-' 1 . i � ��. I� i I � � -----�--I i I • � � � - BLOCKING � ALL �� N PANELS EDGES � � �` ��' } _ T�� EDGE NAILING TO HD i� POST (FULL HEIGHT) ~ --- ' • III r y I d•II I i I I � � '� 1 — TRIMMER STUDS (S) � 9" � A.B. PER— 9" � MAX ,� SCHED, TYP. fMA�. . �- EDGE NAILING TO SILL I FOR TYPE 1& 2 SHEAR WALLS (SINGLE SIDE SHEATHWG� I 7. STUD AND BLOCKWG SIZES: I I SHEARWALL TYPE 1= 2x I SHEARWALL TYPE 2= 3x MIN. AT PANEL EDGES I 2x AT OTHER STUDS I 2. SEE HOLDOWN DETAIL FOR ADDITIONAL HD POST SIZE REOUIREMENTS I 3. SILLS AT FOUNDATION: I SHEARWALL TYPE 1= 2x I ! SHEARWALL TYPE 2 = 3x (SEE "TYPICAL SILL PLATE BOLTING" DETAIL FOR WASHER PLATES AT ANCHOR BOLTS) I FOR TYPE 3& 4 SHEAR WALLS (DOUBLE SIDE SHEATHWG� I I 1. SHEATHING ON ONE SIDE OF THE SHEAR WALL MUST BE NAILED COMPLETELY BEFORE I THE FRAME INSPECTION. SHEATHING ON THE OTHER SIDE MUST BE INSTALLED AND INSPECTED PRIOR TO INSTALLATION OF WALL SURFACE COVERING. I I 2. SEE HOLDOWN DETAIL FOR ADDITIONAL HD POST SIZE REQUIREMENTS.. 6 TYP. SHEAR WALL ASSEMBLY Scale: NTS COPIRIGHT 2022 BY ZENIh1 ENGINEERS WC. NO PARTS OF THIS DOCUMENTS MAY BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF THE ENGWEER SHEARWALL FRAMING FOR TYPE 3&4 LOCATION TYPE 3 TYPE 4 MIN. DBL TOP P�. (2) 2x (2) 3x6 MIN. EDGE STUD 3x 4x6 OTHER STUDS MIN. 2x 2x6 MIN. BLKG 3x 4x6 MIN. SILL 3x 3x6 MIN. HD POST 4x 4x6 �� i - HOLDDOWtJ � - HD. POST 0 E.N � -E.N �� - HOLDDOYM �� II HD- I1 POST , p ,-- EN EN � � . 4 NAILS � � - - 6" O.C. - - HOLDDOWN EN - _ HD POST I � - HOLDDONM �• I I-! - �' - HD. POST 0 E.N �.__� �. - E.N - E. N _. -� � - HOLDDOWN I �� - HD. POST p t EN � —. . -. -.I,� i - HOLDDOWN II. HOIDDOWN i - HD. POST II ;- HD. POST I � . � : EN� o -E.N E.N . 9��1 �E.N 3'a"0 M.B. � 24" O.C. TYP.- �"0 M.B. � 24" O.C. T1P. - WHERE SHEATHING IS WHERE SHEAT}iING IS DISCONTINUOUS � INTERSECTING DISCONTINUOUS � INTERSECTING WALL WALL 3" MIN. EDGE DISTANCE SIMPSON SSiB BOLT PER - FOUNDATION PLAN (SEE STAMPED H BOLT HEAD FOR ANCHOR ' ORIENTATION) 2 7/2' TYP. � 3x MUDSILL (USE SSiB --�_ `� I "L" BOLTS VMERE LISTED ON SCHEDULE ;___ BELOW m Y �n��--- '�, - PRESSURE TREAiED MUDSILL - CONC.SLAB PER PLANS - MIN. (2) /J4 BENT BARS � HOLDOWN 24 _ � 18 zZ '� r — SEE PLANS Lc � o FOOTING THICKNESS -�T � R�gq 5� Q w PER PLANS • . c ! � � DEEPEN FOOTING AS REQUIRED FOR — p� - -� MIN. 3" CLEAR (LENGTH OF � DEEPENE� FOOIING = 3x D�) � - _-�'�� PER PLAN � n � Z VI � 5" TYP. 7 IF "L" BOLT �. O � �-^. -B ✓ - CONC.SLAB (PER PLAN) _� III �- USE PAB 7 FOR HDU 11 (F=15") ��T USE PAB 8 FOR HDU 14 (F=18") i --BOTT. OF CONIIN. FOOTING (BEYOND) .' �- I - q4 BARS � 12" O.C. � - � �� : � • � - �� - \ "' c> � F � F � � 2F SO I EXT. FOOTING � HDU11 & HDU14 I WHERE TWO SHEARWALLS W/ ! � WHERE TWO SHEARWALLS W/ I DIFfERENT E.N. INTERSECT THIS DIFFERENT E.N. WTERSECT 'I I E.N. SHALL BE AT THE CLOSED � THIS E.N. SHALL BE AT THE SPACING OF THE TWO EDGE CLOSED SPACING OF THE TWO j ' NAIL REQUIRMENTS � � EDGE NAIL REQUIRMENTS � TYP. SHEARWALL INTERSECTIONS L Scole: NTS 0 w�0� =��a BOLT DIA. .p. YZ.m �..� 3�4,� ��..� ��.� ��..� �Zww w�s� MIN. EMBED. VERT. a z u� �., �„ �„ 8„ g.. � �„ ANCHOR BOLTS �x�� MIN. EMBED. HORZ. ., a"'aa ANCHOR BOLTS 5 5" 5" 6" 7" 8" � � � � .� �! -'---- STANDARD HEX NUT, NP. 00 //� I�D U 1 0o i m � - STANDAR� z w- - HEx NUT I NOTE: � =-� - -� i USE 'J' BOLTS U.O.N. f aD / ON PLANS/DETAILS A "J'" BOLTS �LEADED BOLTS �� TYP. ANCHOR BOLTS J Scale: NTS COLD JOWT IF TWO—POUR — MINIMUM 4x POST — POST TO < BOLT PER SIMPSON SPECS - SIMPSON HOLDONRJ PER PLAN PLAN (SEE LATEST SIMPSON CATALOGUE FOR MANUF. SPECS & INSTALLATION REOUIREMENTS I � i — SS1B OR SSTB "L' PER SCHED. � - � \ � I SLAB \ CONT. TOP & . � - . -_ -- _ - , � � -. - BOTTOM BARS � -." � . . ..— . � `--., PER PLANS � � .........�. T LD 1� - II` \ Dr i 3_'— _-. \ — MIN. 3" � �,-- CLEAR � _ 3 x Le _ ' (MIN. W-FT'G `MDTH) PABB FOR HUD11&14A- NOTES: - AT RAISEO WOOD FLOOR CONDITION EXTEND CONTINUOUS POST TO MUDSILL. - REFER TO THE SCHEDULE BELOW FOR TYP. HOI.D DOWN REOUIREMENTS MONO POUR TWO POUR GARAGE GARAGE MARK SIMPSON MONO POUR TWO POUR HOLDOWN BOLT MIN. Le BOLT MW Le BOLT MIN. Le BOLT MIN Le H2 HDU 2 SSTBI6L 12� SST820L 16�y SB�yX24 18 SB3'eX24 18 H4 HDU 4 SST820L 16� SSiB24L 20� SB�,yX24 18 SB�¢X24 18 HS HDU 5 SSTB24L 20�y SSTB24L 24� S83yX24 18 SB�X24 18 H8 HDU 8 SSTB28L 24�,g SSiB34� 28�,y SSiB28L 24�.g SSTB34L 28�¢ H11&14 HDU17&14 PAB 8 12 PAB 8 12 PAB 8 12 PAB 8 12 � TYP. HOLDOWN @ FOUNDATION Scale: NTS BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU s �i„CQ � A �f'y 5i c /" m IJ � AI • C 90749 sr JF � qr CIV1l �� - FOF CA��F� �o,E�.o�.,b. � ANAMIKA GOYAL COTTAGE TECHNOLOGIES INC. 252516TH ST.,SUITE 316 � SAN FRANCISCO, CA � ! (415)2373715 `1 MARLEEBERES PROJECT DESIGNER ZENITH ENGINEERS INC. STRUCTUR4LCONSULTANT TITLE 24 CONSULTANT NAME TITLE 24 COMPLINNCE CONSULTANT �0�� ATE N07E TYPICAL DETAILS S�.� SCALE ASSHOWN �Cottage -:o�,�,.wE� ,�,'oa��s.A��o� -- -'AJ4� AT TOP & BOTTOM FOR fULL HEIGHTS STUDS IN E%TERIOR WALLS MSTA 12 , TYP. I - A34 CLIP. TYP. � � I i �� i -- �HDR PER SCHEDULE (2) SDS SCREW �- i4 0%4.�J� � EACH END I I� __ OPENING WIDTH_ __ , �USE (2) CRIPPLE YhiEN � OPNG > 6'-0" 16d1��8"O.C.-�-- �� EACH SIDE � FULL HT 'I � SND . A34 CLIP, TYP. _� I I � 'I II -. � I` SEE TA F R BLE 0 �/ OF FULL HEIGHT S111D � TABLE. # OF FULL HEIGHT STUD EXTERIOR INTERIOR INTERIOR OPENING WIDTH NON-BEARING WALLS BEARING WALL �p/ALL 7'-0'� OR LESS 2 2 1 7'-1" TO 10'-0" 3 2 1 OVER 10'-0" 4 2 1 NOTE: OMIT FULL-HT STUDS WHERE POST FOR HOLDDOWN ANCHOR OCCURES. SEE PLAN AND TYPICAL HOLDDOWN DETAIL. HEADER SCHEDULE EXTERIOR WALLS INTERIOR BEARING WALIS NON-BEARING WALLS OPENING WIDTH HDR SIZE OPENING WIDTH HDR SIZE OPENING WIDTH HDR SIZE 6'-0" OR LESS 4x6 6'-0" OR LESS 4x6 8'-0" OR LESS 4x6 6'-7" TO 8'-0'" 4x8 6'-1" TO 8'-0" 4x8 8'-1" TO 12'-0" 4x8 8'-1" TO 10'-0" 4x10 8'-1" TO 10'-0" 4x10 ��TYP. HEADER SCHEDULE U Scale: NTS COPIRIGHT 2022 BY ZENITH ENGINEERS INC. NO PARTS OF THIS DOCUMENTS MAY BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF THE ENGINEER � _ 4'-0" MIN LAP' � STGR. NAILS TYP - 16d � NAILS NAILS i6d � PER SCH. � � pER SCH. � 16" TYP. �6 T�� ° /- f` . �� --- � •t�— , �� __. AT 3" GROUP NAILS OR BOLTS . Yz" MIN. �_ f- �nn-i ¢inF¢..�� , im. SPLICE W TOP PLATE f 4'-0" MIN LAP' � 7�0 CENTER - BOLTS MIN.I BOLTS 16d � 16d � BOLTS �R SCH �.� fPER S�CI-. 16" TYP� �6� T�� ~`-,�� ,. :� - - - �� AT 4" _ _ _ ' _ _ _ �, ' r - ' � �� NP� �� J¢" MIN. � -JOWT DIREClLY �0 NOT COUNTERSINK - i1'P. _,.� OVER STUDS. TYP. BOLTS MIN. PL DESIGN LOAD MIN. PL DESIGN LOAD MARK THK NAILS ��8� MARK THK NAILS ��8� '� 2x (6) 16d 1,250 2��'2 2x (22) 16d 3,780/4,600 �`�8,� 2x (8) l6d 1,670 24 ZX (24) 16d 3,780/5,010 ,�o zx (�o) �sd z,oso s� 2x (s) 5�"m 3,�so/s,aoo �z, 2X (iz) isd 2,sio e� 2X (s) 5�"� 3,780/7,590 14' 2x (14) 16d 2,920 � 2x (8) 3/a"0 3.780/7,590 16 2x (16) 16d 3,340 B4 3x6 (6) 3/4'0 11,600 18 2x (18) 16d 3,760 B� 3x6 (8) 3/a�� 12,650 20 Zx (20) 16d 3,780�4,180 �' INDICATE 6'-0" �' 'IMIN LAP LENGTHI DESIGN LOAD = x4 PLATE/x6 PLATE i � SPLICE � TOP PLATE SPLICE DESIGN TABLE � Scale: NTS � a - "D"/3 MAX. � BORED HOLES � a � 0.25z"D" MAX. � �� o I BEARING WALL ��.___1._ -� _-_ _-_ _-_ 0.40x"D" MAX. � —,_�_ � � NON-BEARING WALL 12"�F1lR� � I SEp. '� �- 0.40x"D" MAX � BEARING � �y"MIN. WALL 0.60x"D" MAX � I I � � T7P. I�f NON-BEARING WALL � - �z I �- � I � JOIST/RAFTER SiUDS IN WALL NOTCHING NOT ALLOWED IN MIDDLE Y3 OF SPAN 5 TYP. BORING AND NOTCHING DETAIL SCale: NTS BEAM. PER PLAN� �EQ. � E�. / STRAP PER > 1 PLAN i�l�_��II-- - -- T 'ACE' POST CAP �-- EA. SIDE I � ��'i I TOP xPLA�TE I� -STUDS PER 2-2x OR POST I �� PLAN PER PLAN � BM FLUSH w/ WALL TOP PLATES � TYPICAL DRAG DETAIL @ OPENING Us�aie: Nrs �� -� STUDS PER � PLAN I� � 2x SILL SPLICE (6) 16d EA. SIDE �I� � � OF SPLICE I - --COUNlER51NK � w/CARE OVER A.B. I � SPLICE � �� LINE � A.B.S r �"� �-�B� � ELEVATION NOTE: THIS DETAIL IS REQUIRED WHEN EITHER 'A' OR 'B' IS GREATER THAN 9". � SPECIAL COND. AT SILL PLATE SPLICE i Scale: NTS �, ;� �,� �;� �� -STUDS PER- PLAN �I :I 16d 16d �I, ,�� r I '�- 2x SILL SPLICE �_ L �- ___ � A.B.S ELEVATION 2 TYP. STUD OCCURS OVER SILL BOLT Scale: NTS 4x JOIST DEPTH HEADER w/SIMPSON "U" HANGERS EACH END. FOR THJI's USE — 4x10 HOR. w/ SIMPSON "W" HANGER EACH END TYPICAL U.N.O. f � - - �'��----�1 � I I'i, NOTE : USE THIS I DETAIL WHEN ONE i JST IS INTERRUPTED � -� —�-- USE DBL J5T � EACH SIDE OF OPENING w/ (2) }"ox3" _ _ _ SDS � 16"O.C. (STAGGERED). 3 TYP. OPENNING @ FLOOR OR ROOF Scale: NTS BEAM PER - PLAN � - STRAP PER EQ. E0. ,,� PLAN 1 T 2-2x CONT. - I II TOP PLATE 'ACE' POST CAP EA.-- �- STUDS PER SIDE � I PLAN 2-2x OR POST PER - PLAN -. - -. . � BM FLUSH w/ WALL TOP PLATES BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU 5 /�CQ U A �f �c`�L,i 'yc � � I + C 90749 /+i �rql CIViI P�p . EOF CA�� vnwec,aaexr..rox � ANAMIKP. GOVAL COTTAGE TECHNOLOGIES INC 252516T1-I ST., SUITE 316 ^ SAN FRANCISCO, CA // IJ (415) 237-3715 � Ll -i MARLEEBERES PROJECT DESIGNER ZENITH ENGINEERS INC. STRUCTURALCONSULTANT TITLE 24 CONSUITANT NAME TITLE 24 COMPLIANCE CONSULTANT NO. DATE NOTE TYPICAL DETAILS S�.2 SCALE� ASSHOWN iCottage _._. .�..,��.. "�o.��«a,�ra��.o� COPIRIGHT 2022 BY ZENIhi ENGINEERS INC. NO PARTS OF iHIS DOCUMENTS MAY BE REPRODUCED OR USED WITHOUT WRITfEN PERMISSION OF THE ENGINEER - BEAM PER �.-- BEAM PER PLAN PLAN � � 4 CONT. DBL - TOP PLATE J � i. f, ` �,I A35 EA. SIDE T&B I--II �I POST PER -- ,I ('A34' � 4x WALL) PLAN - I �,. � ELEVATIONS �",� ? - POST PER PLAN BLW � BEAM L(2) 2z MIN. U.N.O. PLAN BEAM ON TOP PLATES - BEAM PER - BEAM PER PLAN i PLAN �'T �� I -(4) 16d EA. SIDE TO �. 16d �i6' O.C. EA.- I BEAM END SIDE TO POST BLW n II I POST PER PLAN BLW �I I�- _ �� (E) M �� 2 2x MIN. U.N.O. ELEVATIONS 2z FULL HT. SiUD EA. SIDE OF BEAM �1,- � � PLAN IBEAM BLW TOP PLATESI CONT. DBL - -STRAP PER PLAN TOP PLAiE �MST37' MIN. U.N.O. � -, - BEAM PER - -q--- � , � -.� PLAN /' ' - 2x FULL HT. SlUD EA. II I .�� SIDE OF BEAM (4) 16d EA. SIDE TO - � OEAM END �, � i ` BOAM PER PIAN BLW 16d �16' O.C. EA. � SIDE TO POST BLW BEAM FLUSH w/TOP PLATES I � TYP. BEAM SUPPORT @ STUD WALL J Scale: NTS - BEAM PER PLAN _ __ � i 'i ��' -'ECC COL. CAP � - I POST PER PLAN � SPLICE (WHERE - OCCURES) - STRAP PER PLAN i c � i� , � �� - --,� _ � I - I 'V --'CC' COL. CAP BEAM PER - ' PLAN POST PER PLAN TYPICAL GLB OR PSL BEAM TO POST SPUCE (NMERE - OCCURES) i .-- BEAM PER � PLAN - S1RAP PER PLAN 1 �> I-'ACE' POST CAP EA. SIDE � �POST PER PLAN � - �� , I � - - � 1 � , ♦. BEAM PER - I -�AC' COL CAP PLAN POST PER PLAN TYPICAL 4x OR 6x BEAM TO POST DF#1 2x4 � 4'-0" -�I w/(2) 16d EA. END SIMPSON DTC � 48' O.C. (SLOT NAILS SHALL BE INSTALLED IN THE MIDDLE OF SLOT) 0 STUD � 16" O.C. , FULL DEPTN 2x � i BLKG. EA. SIDE � 48" O.C. � ' � � � , U� -JOIST � -JOIST il � PARALLEL TO JOIST � —� U ? �.- � I I JOIST SIMPSON 'DTC � 48" O.C. (SLOT - NAILS SHALL BE INSTALLED IN I THE MIDDLE OF SLOT) � STUD � 16" O.C. - .. _.I L PERPENDICULARL TO JOIST NOTE: DO NOT WSTALL NON—BEARING PARIITIONS UNTIL DEAD LOAD IS IN PLACE. (AT ROOF CONST. AND WHERE I A DEFLECTION SPACE HAS BEEN PROVIDED FOR. THIS REQUIREMENT MAY BE WAIVEDI. � TYP. BEAM TO POST CONNECTION � TYP. NON-BEARING PARTITIONS TOP CONN. J Scale: NTS � Scale: NTS BEAM PER - PLAN i I � J > � ' 'HU' HANGER - - � (USE 'HUC' � CORNER � - BEAM OTHER SIDE CONDITION) (WFIERE OCCURES) 4x OR 6x CONNECTION BEAM PER -- PLAN . t ; � _ � 'LEG' HANGER (GLB) - - BEAM OTHER SIDE 'EGO' HANGER (PSL) (OFFSET (WHERE OCCURES) FLANGE � CORNER CONDITION) PSL OR GLB CONNECTION I- 2z4 S111D5 � i6", U.O.N II � 2x4 PLATE w/2-16d I NAILS AT 16" TO JST/BlK I I —�_ -- _ -- - u - - - 2x4 SNDS � 16', U.O.N - 2x4 PLATE w/2-t6d NAILS AT 16" TO JST/BLK 2x JST. DEPTH BLKG. -I I -DBL. JST BLW WALL � �6" O.C. DBL JOIST EA. SIDE - PARALLEL TO JOIST � 2x4 SNDS � I 16", U.O.N I� i - 2z4 PLATE w/2-16d NAILS AT i6" TO I JST/BLK -_�-_ - � FLOOR JOIST � � - - 2x4 S1l1DS � I �. 16", U.O.N �HIL71 X-DNI SHOTPINS (ICC-ESR I 1663) , i 0.145"0 x 1" MIN � EMBED. � 32" O.C. 1 CONCREiE SLAB - PERPENDICULARL TO JOIST ON SLAB � TYP. BEAM TO BEAM CONNECTION � TYP. NON-BEARING PARTITIONS SILL CONN. � Scale: NTS L Scale: NTS BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU I S /i,�e � A �f x`' y� W �,r �AI t C 90749 a� �14r CIVII P�p . _ F�F CAU�� rao�ecraaer.r�no. � ANAMIKA GOVAL COTTAGE TECHNOLOGIE$ INC. 2525 16TH ST., SUITE 3t6 � SAN FRANCISCO. CA � / (415) 2373715 1 l l. MARLEEBERES PROJECTDESIGNER ZENITH ENGINEERS INC. STRUCTURALCONSULTANT TITLE 24 CONSULTANT NAME TITLE 2d COMPLIANCE CONSULTANT NO. DATE N07E TYPICAL DETAILS S1.3 SCALE ASSHOWN �ottage ..�:,�o„a�__ ,�.�oA�o�:.a��,o� �� ,; �J�/ � 15"W 18"D CONT. FDN w/ (2) �/4 T&B, UNO. a/ d O I � O <x< ; DF�/1 4x4 0 4" MIN PORCH SLAB w/ p4 � 18" O.C. DRAINAGE SIOPE S.A.D � FOUNDATION PLAN Scale: 1 /4" :1'-0" �. �j 7�Z" JOINT MTR'L BTW PORCH SLAB & BLDG FDN. SEE DETAIL SB/51.0. FLUSHING/WATER PROOFING _ DETAIL S.A.�TYP_� 04 O6 -0" Of H _ _ _ _--_ H� -� A J� �� ; -� �- - - -__-_-_- __� r O3 -�� ^°" O3 �� _ � �_� _ _-_ �-- � � 4+�-----� I °` , I � �i � I I _ I� I I � o �I � I A � a� � � �E� I I� I o- I I� IF�k+ I �o I�I O �+� I I _I I I �� ^ I I O I �' � � '� I a�, ' I °�'; i � � �I I I I I I I I I I I I 5" THICK CONC. SLAB I I a a I w/.jj4 BARS � 18" O.C. I I a+ Q I e I E.W. � MID-DEPTH I F, F, (U.N.O.) OVER 10 MIL J �O_ _ O I MOISTURE BARRIER OVER � � I2" CLEAN SAND OVER 4" I �-H�F -- a I�-2-H'E �- LAYER OF �" OR LARGER 3'-0" a 3'-0" IDIAMETER GRAVEL OVER COMPACIED SOIL. I 2 Q4, OO e � - J �� , SPREAD FOOTING SCHEDULE (BASE ON 1,500 PSF ALLOWABLE BEARWG PRESSURE, CBC 2019 TABLE 1806.2) SIZE BEARING �EPTH REWFORCEMENT. CAPACITY CAPACITY MARK (y,�xLxTHK) (MIN.) (E.W. � BOTTOM) (KIPS) (INCWDING E/W) (KIPS) F7.5 1.5' x 1.5' x 18" 1_� (3) {/4 2.80 3.73 • PAD FTG DEPTH IS MEASURED FROM THE LOWEST ADJACENT GRADE AND SHALL NOT BE LE55 THAN THE MIN RECOMMENDAPON BY THE SOIL ENGMEER OF RECORD IF APPIICABLE " NNERE PAD FTG ARE PLACED WITNIN CON7INUOUS FTG, AIATCH 80TTOM OF FTC DEPTH BASE� ON THE �EEPER RG. COPYRIGHT 2022 6Y ZENITH ENGWEERS iNC. NO PARTS OF THIS DOCUMENTS MAY BE REPRODUCED OR USED WITHOUT WPoTTEN PERMISSION OF THE ENGWEER (� � ;?� �� , ,� ' �. '_ - '__�_ - '_ _ , _- - _ _. - _ _ � 1 - - � - _ - - - - - - - -_ —__- � CMSTCI6 STRAP a w/ 30" MIN. END LENGTH, SEE DRAG SiF2UT DETAIL 11 /53.0 �, nP. sKrucHr SKriIGHT SEE DETAIL 3/51.2 � � 16"O.C. � � �I I � � ' � _ � _� -_ _ _- - �'� l ��i `�/ �\ �_ -. - - - __.. - . � -!.. � _ - - - . _ ___ _ _ ...____ ____-� � I 74"THK APA RAiED SHEATHING w/ E.N. 10d � 6" O.C. F.N. 10d � 12" O.C. _(UNBLOCKED), TYP. CEILING FRAMING PLAN �� Scale: 1/4" :1'-0" GENERAL PLAN NOTES (APPLIES TO ALL PLANS): 1. SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEETS 50.1-S1.3 THESE NOTES AND DETAILS SHALL BE USED WFIERE APPLICABLE WHEhiER SPECIFICALLY REFERENCED OR NOT. 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES Wihi SlF2UCiURAL REQUIREMENTS INDICATED. REFER TO CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. 3. STRUCTURAL WALLS ARE WALL THAT RESIST GRAVIN, WIND AND/OR SEISMIC LOADS. ALL EXTERIOR WOOD FRAME WALLS ARE STRUCTURAL WALLS. WALLS OR PORT10N5 OP WALLS NOT INDICATED ON SIRUCTURAL DRA`MNGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL PLANS FOR LOCATION AND EXTENT OF PAR11T10N5. 4. ALL FOUNDAiION MIN H/3 = 3' FROM EDGE OF SLOPE (WHERE H �S hiE TOTAL DEPTH OF iHE SLOPEL CONTRACTOR V.I.F. 5. ALL WOOD FRAME STRUCTURAL WALLS ARE 2x4/2x6 � 16" O.C. UNO. ALL WOOD POST ARE DF#1 UNO. 6. SHEAR WALLS SHOWN ON THE DRAWINGS ARE THE SHEAR WALLS ABOVE THE FLOOR. 7. ALL ANCHOR BOLTS SHALL HAVE A MAXIMUM 48" O.C. SPACING U.N.O. 8. REQUIRED TOP PLATE SPUCE SEE DETAIL4/51.2, SPUCE SHALL APPLY FOR THE FULL LENGTH OF STRUCTURAL WALL. USE MARK U.N.O. ON PLAN 9. FOR DIMENSION EXTENT, AND NATURE OF WALL, REFER TO ARCH. DRAWINGS. 10. FOR SIZE AND LOCATION OF FLOOR OPENINGS FOR PIPES AND DUCTS, REFER TO MECHANICAL AND PLUMBING DRAWINGS. 11. FOR SIZE AND LOCATION OF FLOOR OPENINGS FOR STAIR AND ELEVATORS, REFER TO ARCH. DRAWINGS. 12. ALL WOOD EXPOSED TO WHETHER TO BE TREAiED WOOD, REDWOOD OR OTHER SPECIES NA1l1RALLY RESISTANCE TO DECAY AND POST BASE, POST CAP, JOIST HANGERS. Sii2AP T1ES, ETC. SHALL BE GALVAN2ED (G185 COATING). FASTENERS SHALL BE STAINLESS SiEEL OR APPROVED EOUAL. ROOF FRAMING PLAN LEGENDS : O4�_o-. MIN. SHEARWALL LENGTH H2 H2 SHEARWALL ABV THE ' � FLOOR I SHEAR WALL MARK HOLDOWN PER H5 SCHEDULE � HOLDOWN POST D� 4x4, U.N.O MEMBER ABV BM , MEMBER BLW BM__ Scale: 1/4" :1'-0" HDR/DROP BM BLW HDR SIZE PER SCHEDULE ------- D7/SL2, UNO ' BM DIRECTLY BLW I �- = SHEAiHING, UNO , � FLR/ROOF SHEATHWG , F3 I � �- BEARING FTG I PER SCHEDULE LJ C_ _ ] NEW FDN NON LOAD BEARING LOAD BEARING WTERNAL WALL � WALL BLW BHUSKUTE RESIDENCE 1745 HUNT DR�VE, BURLINGAME DETACHED ADU ', ( 5 6,Oe U 4 �(`,y h ��`'� c � 3 d�'�f9 ^, ♦ C 90749, +`I �t CIVII .?p �. 'rEOF CAUF�P _ . maecroww*�irox � ANAMINP.GOVAL COTTAGE TECHNOLOGIES INC. 252576TH ST. SUITE 316 ^ SAN FRANCISCO, CA 1) (415) 23�3�15 � �\ �I � MARLEEBERES PROJECT DESIGNER ZENITH ENGINEERS INC. STRUCTURALCONSULTANT TITLE 2< CONSULTANT NAME TITLE 24 COMPLIANCE CONSULTANT NO. DATE NOTE STRUCTURAL PLANS SZ.O SCALE'. AS SHOWN �ottage -:�,�o..>�E� :�.FOA��.a��.o� 0 0 COPYRIGHT 2022 BY ZENITH ENGWEERS INC. NO PARTS OF THIS DOCUMENTS MAY BE REPRODUCED OR USED WiTHOUT WRITTEN PERMISSION OF THE ENGWEER E.N. - r H2.SA � 48"- � O.G EA. SIDE � CRIPPLE WALL - SND ABV SAME STH'G AS BLW. CEILING JOIST PER PLAN - E.N. - SHEATHING PER PLAN - � EN (T1P) - PLYWD. RF. SITYG. 3"z3"z1/4" THICK SLOYD STEEL - � WASHER PLATES PER A.B. �-- 2x PRESSURE TREATED DOUGLAS FIR WITH 5/8" - � - - ROOF RAfiER FASCIA BOARD ,1 y � DIA. A.B. W/ MIN. 7" INTO FIRST POUR (IF 3x � PER PLAN �- -INSTALL (1) BAYS OF PERP. 2x MUDSILL IS REO'D PER FRM'G NOTES THEN 2x4 FLAT BLOCK'G � 48" O.C. (TYP. � LONGER A.B. ARE REO'D) E.N, ALL GABLE ENDS -SIMPSON "A35" � 16"�3C. EA. SIDE � 24" O.C. �� - ��'��-� COLD JOINT OK IF OCCURS- -DBL TOP PLATE SIMPSON A-35 (SEE H2A � 48" O.C. OR DROPPED BM SHEARWALL SCHED DBL TOP PLATE OR DROPPED BM SLAB & REWF -�� FOR SPACING) N�� PER PLAN 1. PROVIDE 2 TOE NAILS TO - S.N. - SIMPSON "A35" � 16" O.G EA. SIDE - 2z DBL TOP PLAiE - WALL STUD BELOW � TYP. WALL SECTION Scale: NTS E.N. - ADD'L COLLECTOR PER PLAN E.N. SHEAiHING PER PLAN - SHEATHING PER PLAN RAFTERS PER PLAN CLG JST PER PLAN � INTERIOR SHEAR WALL DETAIL U Scale: NTS Ep LE EQ .� �_END LENGT}{ � "r STRAP PER PLAN COLLECTOR PER PLAN 2 CONNECT OUIRIGGER 70 �(WALL PARALLEL TO ROOF JOISTS) RAFTER. PLYND. RF. SHT'G. 2x BLK'G. � , E.N. NOTE: SIMPSON A-35 (SEE � 1. CONTIN. PATH - BLK�G MUST SHEARWALL SCHED �� . EXTEND FROM 80TT. OF SITYG TO FOR SPACING) � � TOP PLATE 2. USE ONLY COMMON NAIL FOE E.N. H2.SA � 48" O.C. , E. - � R/R OR R/J � PER PLAN � i`NALL PERPENDICULAR TO ROOF JOISTS) 5 TYP. SHEAR TRANSFER � ROOF Scale: NTS E.N. 2x STUD (3) 10d NAILS STRUT TO 2x S1i1D E.N. - SHEAiHING PER PLAN - 2z ROOF RAFTER SEE PLAN -(3) 8d NAILS - A35 SEE SHEAR WALL SCHEDULE / - (3) 10d NAILS - PROVIDE 2x4 BRACING � 4'-0" WFIEN WALL STUDS ARE NOT CONTINUOUS - CEILING TIES PER PLAN - SIMPSON GBC � EA. BRACE ��TYP. GABLE END WALL BRACE DETAIL U Scole: NTS ST-22 STRAP —� � 48" O.C. � . I, � � 1 • 1 r RFT PER PLAN — � — RAFTER w/ -, RIDGE BEAM/BOARD —� LSSJ HGR , PER PLAN 2-2z CONT. TOP PLATE CRIPPLE STUDS ' BLW. SEE DETAIL �� FOR MORE INFO NOT SHOWN � CONNECTOR STRAP DETAIL Scale: NTS ''— CLG PER PLAN � TYP. RIDGE BM CONNECTION / Scale: NTS — BEAM PER PLAN _ CONT. DBL. TOP PLATE I 'A35' EA SIDE— 2x CRIPPLE STUDS � �n� , �6.. o�. � I 7 STUD PER--- f� — 4x/6x HEADER ' STUB POST DETAIL HEADER PER PLAN I OPENWG � — ACE' POST CAP TYP. PER PLAN POST PER I I I I PLAN I � TYP. GRAVITY BEAM @ OPENING U Scale NTS —A35 � 16" O.0 OR PER SCHEDULE �'4 DOWEL SAME SPACG — AS SLAB REBAR SEE FOUNDAiION PLAN — FOR SIZE AND NUMBER OF STEEI BARS IN FOOTING —SHEAR MAT'L YMERE OCCURS — POST PER PLAN — 26 GAGE WEEP SCREED FOR SiUCCO AT FOUNDATION PLATE LINE, MIN 4" ABV. FINISH GRADE OR MIN 2" ABV. FINISH GRADE — FINISH GRADE zl �� \ ¢ �o : z � � �' �� Z�c�ao 24" aa ow . � z , t8" w�a� � _� N W O 0 PER � PLA� ;.� � � TYP. SHEAR WALL @ (N) FDN (SLAB) I Scale: NTS — POST PER P�AN A34 EACH SIDE � - /j4 DOWEL SAME SPAC'G COLD JOINT OK IF OCCURS - AS SLAB REBAR SLAB & REMF - PER PLAN � � � _ -___i. p � a � � o�_ z��i° ,y4 DOwEL SAME SPAC'G � < o W . AS SLAB REBAR d � w�¢� SEE POUNDATION PLAN --� � ao FOR SIZE AND NUMBER OF . ''r ��— < o a STEEL BARS IN FOOTING I PER � , ¢ / P�N ' "'ci 2 TYP. POST @ SLAB ON GRADE FDN Scale: NTS MATCH ROOF SLOPE -----_, -�ROOF BM. OR C/J �� (SEE PLAN) \a o �_ �-- 0 BEARING CONDITION SEE - I PLAN � � I - MEASURED FROM INSIDE FACE OF SUPPORT � � - ROOF RAFTER (SEE PLAN) �� NOTE: �� AVOID OVER-CUTTING AT iHE '� X CORNERS OF THE NOTCH. �' DRILLING A PILOT HOLE IN A ' � p MEMBER AT THE INTERIOR _ �� CORNER OF A NOTCH AS A STOP POINT. BEARING CONDITION SEE -" PLAN � TAPER BEAM/RAFTER DETAIL J Scale: NTS ROOF SHT'G SEE PLAN ROOF RAFIER SEE PLAN �,/I� -� CEILING JOIST SEE PLAN I I 16d COMMON NAILS �L SEE SCHEDULE SEE DETAIL � FOR MORE INFO NOT SHOWN ROOF CEILING ROOF SPAN SLOPE SPACING NOTE: 12'-0" 20'-0" 28'-0' 36'-0" 16 5 8 �p 13 �� EN NAILS ARE CLINCHED, NAILJNG 3.�p MAY BE REDUCED .- PERCENT. Z4 � �� 5 �9 2. ROOF SPAN IS MEASURED BETWEEN 16 4 6 8 10 EXTERIOR WALLS OR BETN'EEN 4:�2 P4 5 g �p �g EXTERIOR WALL AND ROOF PURLIN WHEN INTERIOR BEARING WALL IS 5:12 24 4 � 9 �8 USED. � RAFTER TIE CONNECTION Y Scale: NTS BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU " S �,ce � n �� _`' "�"c /J � t/ + C 90749 �r4r CIVI\ Q,�µ F �F C A��F� rawccram.r.,ax � ANAMIKA GOVAL COTTAGE TECHNOLOGIES INC. 2525 t6TH ST.,SUITE 316 � SAN FRANCISCO, CA � ( (415) 2373�t5 I l.1 MARLEEBERES PROJECT DESIGNER ZENIhI ENGINEERS INC. STRUCTURALCONSULTANT TITLE 24 CONSULTANT NAME TITLE 24 COMPLIANCE CONSULTANT NO. 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UkulaUonDale/Tlms:l021C2.OTl3na:]0.08W IP+R]o191 Caio+latlon Oesmplion: Tirle ti 4nalws Inpu1 fJe Name: �ZA?61):i N..n: or i1a .:pEl9. W�}FAXU1hl6 0] 63 OS Ofi 0] 0� 09 Mme �lee�ne i •el iaN Fr�w �� So� Im� � � Mwlaurn Neat VumV i�1Lootron a �` rawMoeei mSnon � IWI EMoercv wwb� �MVcnl w�~n �wr en Lr��t ..en_ . .>t�v nra �Eta ..Y �.a +,� i r..91.�5'a0. �u�s�ee runrw. nEu vEarKwnw� � �.a.�.�, .�.�.. ��..R��,�. � ��a �� w,� x�,,� .� �.,,� Ss�tE COMOIiIONIMG SYSiFMS o: m I Name SWemiype Ma� Ym fndN�unt a �� iliermeun 1 Fnn'r� EeuO�� WIMKM ` YE E fnuirt .,inin:e..�_ ra.a.�rMa x ., _ .... o I ...,�-.�.� ., ...� :neac� .e. .a i . oi , nur rurnn name sYmmr� e..a """'� ' c�a zm� cw�wu�r xEavmn�,u� wsoraoo <.00 c,n» � um j Ernneea �.�,m..,.�., w�w�r . .i .�rs wo�.. I .o .... I r.,.�.,., .. ...,. m,. �, a � _� .. .�_ _ a., ,_. .� e, ...r � .. y ,.��...� :_.�,.r_ �„�� NO. DATE DEBCRIPTqN I 8EA4 1 A ��ry � ck Y31279 � P _ A �s I �„�.. �� ..... G� � ENOINEERS 46,sY Rn10�p Pkry. B. Bb @0 LW Fuw4 CA iff'E80 TM WF4d7-YOY6 � � � � O � �T � 0 � Z �° z I =< � '0 0 �� m � � J � �A � U 1` m �, T 0 � � �, ` V .^� cVI L � � Q � � � N � llJ �� s�_✓.. t.�..s_ .,_�.�...as. �.y ��:�3wfi?54u2� -..'..:.'�Tv�:.'�i.5 � a�wM GMEP GMEP 7 i 02/07/22 AS NO�ED � 22�T096 � z' � EN-1 i �; � � � CENTIFIGTF OF COMVLIANCE CF1R PNi-0iE Gro{eciwme:3iJ?etinSHvnt�. Gkuiation0a�e/Time:20i:42�01i13�f.��20�O9�a (paeeid9) G�tvla[ion Uesuiption: ritlr :J Fnal�sis InD�t �ik tlmrc: 22-C96 t; i5 Mun; 0. P.: nto19� �� o, o� , � � �,�,�m�. ...a �� .,.�. AIA '-=°�� California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1(�anuary 2020, Includes August 2019 Supplement) CHAPTER 3 � GREEN BUILDING SECTION 301 GENERAL DIVISION 4.4 MATERIAL CONSERVA710N AND RESOURCE ..,oa.a.:.,,u«ekv.n<rcn..�.gs�uo�=�evcs�w�e�eia,a,�sa��mu¢aev�. DIVISION4.3 WATEREFFICIENCYANUCONSERVATION 301.1 SCOPE. e��ia��ys snan m aevgrea m„owe ue vree� a�.oms meawms sveciw as ma�ea�ar � ,eawrea er s«w� a. ia z.z. i�m a. �,an �omnr �^ a� bar o,e o� me iwm„„y oo.,o.� �n�enai��a��w��s�oma�,Ka�mKwae. va��mary��a,�w�y.,�:�re:are�o�oa�eea��ine EFFICIENCY aop�raum cnecki�srs ane may ee .�dwea �n me eesgn a�e conuvcow� m snunures careree ny U�s cme. i n� Ev suxe snan ee ie�aiea aa �o a� acwsvo�e meei, me �•303 INDOOR WATER USE omarerouec�nea�niessaeop�eaoyenry.w��ry.maymacwnryasseec;aed��.smtion+otz � �°� �"""9'� � 6.30].1WGTERCONSERVINGPWYBINGiI%TURESANOFfITNGS.Clumdny/mires(wateroasetsan0 4.408ENHANCEDDURABILITVANDREOUCEDMAINTENANCE repwre.menls ui Itie CeMomia BuJarg Code. CM1aO�� 11F. tv al6�w uu d Cie EV c�arger ne Rhi�gs �tauceis am s�wwemeaas� .s�an ranpry witn Ine sec,ioRs a 3p i t� a 303 i 2. a 303.1 ] - �wp5.t ppDENT PROOFIMG nn ar spaces arourq ppes, ekcl� ca0ws. c� ar otl�er operings �n from IM1e access�ble park�rg spxe arN i530J � J wlelbohan plalee el Bale�v wd115 s�aX be p�olerte0 a M1e �Otlen6 t' dov h 301.1.1 Atltlition� anE elqraliom, jHCD] rne ma�aa�wy p.o��a�s or CnaWe. a snan ee apo��ea io ]. Ttg EV space s�ell ]e iocaietl on an accass�Ge rou�=. as JefineC �n It�e CaMemia BvuO�rq nings w�n mment manar. corc�e�s masonry w a s mJar metMC a¢ pta0�e �o Me enloiungs�c acEilionswailealbnsofaxisOngresi4em�aiouJtlirgs'.MereVieaotli4onarailere�wnincreases�ne CoOe.Cnapter2.iomeou�iCing Note:AllronwmpiienldumbiiyfxWres��anyresNenuaireaip�opeityz�al�0erepiawGwlV�wa�n-mnsen�ng aye�ry, Du�Mmq f conEi��oneG aree. vo ume. or yxe. T�e requiremenls shall appY o^W � aM'o� wil�in tM1e plumEing �iwres Piumdng fiatum reWa<ement u mquireG onw to asuanc� d a xMirate ol finai vear a�aaoimeaamoo�«attma�an Fiqplion:Ele[U�crthicleUmgugslatans0evgne0aeqcws.rucleG�.ntamplun[ewiNMe co��eWn.csnRKateotx�vpa�r.y.afi�Ip�vmnaoprombym.elocai�wAlCingtlepaNm.en�SeeCir�i 4.609CONSTRl1CT10NWASTEREDUCTION,DISPOSALANORECYCLING Noto:Onana.�Re�Janw s Cai�/wniaBulltlinqCedeClwp�e�'�B.�rendremerM:ommpywi��5ec�wna.tW�21.taM CotleSec.on1i01.1.eisep.fatlieUefinilio�olanm�ccmyuniG'�m�ingSalwe.rypeso�resNenwi �.i08.1COH5TRUCTI0NW�5TEMRNRGEMENT.Recy�anE,asa��agelcrreuseaminim�md65 enis slull rv' �'i, resbeni�al puikMgs uMergang perminetl aXeralans. a0d�!an . o Sectan a t06 s 2 2 em ] p��0�ngs aMec;eO arb d.tier.mpMani enanmenl cales. pe2ant olllre rwrvliazar0ou5 corWruSon aM Oemcuitwn wa5te �n acmNanr w!� eiNer $ec(ion replace �wncvmpium O��moiy fi�Wres w�M water-mr�semng Wumomg fim,res a aoe �. a aoe �«a aoe a a mea� a rtwre sv.�i !«ai mnswcnon ana aemos�on „-as�e � oumEi�fi�iure-edaremeni�.sreq�iNW�cr�oiswarceaiaceeefira�e�ffinaicxn�Ae��nn.cert:! te Nob:Elea.Kvanitlecnary'�gsuuanssen�n9y��cMusirgarerepu��ec�ocon�pY�+'��nireCai,�rrva �.]Ol.t.tWmrCloseb.TneeHxoreflusnvdumedaiiwaierdosetsstiali�exceetlt.28g3ibrnpar managememartlinana � o[wpanCy or f�nal perrtx� a�Woval py iM �otai OUJdnq tlepatmenl Sxe Cmi CoOe S¢cUon 1101 1. BuAtlirg GWe CM1aO�er 119. Mn� Ta�k-lype waler cbsels sPall be �ed lo V�e pmtarma�uc rntena of I�e U.S. EPA WaterSenu el sep , o� Ne Oefinitqn el a roncvmd�anl plumpinq fi�ture. rypps ol res�CenW! Eu�ldncs aRecteG aM oIM� imporlan; enacVnent aales. �.106I32 EMct�lc w�ic4 cl��ryl�g �pace (EV apYu) dimenebm. The Ev spare shall pe 5peul�calron for ranx-lyce TMets Fjpply�y: Casigned to mmply wllli t�e lollowing�. Mole: T e eHeclive �usn vaiume o1 Guai Pusn toi�evs is Jef�nea as tne mmposi!e average 5us� voturte Erwva�xf so�l antl ia�MCleennB ��ns. 3011 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. (HCD] rne p�a.�vc�s oi i rre m��,mum ie�m or ea�n ev s�a� v,an ce�e iea� �sses mmi a� �we �ucea nusnes a�a o�e wn n„sn. z. qunmeie wasie �ea„a�o� memoa: ae.�mr,ea uy �..oMmq w�m w�ai a9e�c�es a o��ersmn a �oa�.m�a� s��o�s oi eni��een may aooiy �0 9�me. iow-ase revee�uai a��wmqs n�ynnse �avaenna z tne �r.mm„m wam o� eacn ev suace snau oe 9 iee� inaa mm . ��.vcie ixrtn�e. woawe oi co��ma�ce w�m m�s nem oa �wi e.rsi «zre �oi wca;ea •easanaay OuiWings. or polh. InCrvqudl Sections �vill Ce Ees'gialeG hy Oanrers lo �inEimte wM1ere tl�e section � �.�0].12 UriN13. Th¢ ¢M�Wa 11us� vd�rrie ol wall mwnletl u�nals snall iwt xiceeE 0-'25 93Am5 per Mi� cpse lo IM p0.vle applie 3 Ore�mnvery25E�spacesW�not�essmanoneEVspaca.sf�alinavean8-Imi�2e�8mm� T�eafledrvellus�vduma0ia�loMerurmahztullndexceetl0.5gallon5per0ian ) Theanlururv�agn�cymaymakearce0��blo�trt2W�'e�^9ofNisselbnWi¢n�scNlW sperafirally io low�nse mly �LR� IX M1g�+-ns mty �.HR� WM1en ;M 5e[tim appl�es lo boN law-nse anp mum as . A 5-loot � t 52J mm� w0? minrtnum asle sliall pe pe,mme0 G�� ppsi;¢� rrp IccateE .n areas EayoM O�a �dul Ooundanes of Me aiversan fatifity. ngn+�se eu:nings. ro oannx win pe us✓ee mmmvm wiGln d �ne EV space e 12 fee� i36id mm�. �.]II].1.] Slrowerl�ea0s. ��'^ /.�C!] GONSTRUCTION WASTE YFNAGEMENT PLAM Su0m�1 a mnswdwn was�e nwiagenwr� pan SECTION 302 MIXED OCCUPANCY BUILDINGS �. sunu snpe ro. mrs Ev soace a�a ne arsie snan,o� e..ceee + ��+.n Vert� �� ae �ry� �.yp�,�,).� SIngN SMMarMaE. Srwwemea0s s�all M1are a maairiwm fiow� rne ol ro� mwe Nan i B com«ma�ce wnn irers � mrcwqn s rno m�,s��a,o�, .a�e �,anaqe�.�� pa� �u ee �wa�ed a: Meamiai i2 OB3 percen� sWp¢� in any Lvectm. galbns per m�nNe ai 80 ps� ShowertwaEs sW II pe cerSfietl b Ne per'omwra �slena ef IM U 5. EPN r�e�ssary artl snax Ee avaibb�e Oumg consvuaron'w eumnat�on �y �I�e en�orary aqe�cy 302.7 MIXEO OCCUPANCY BUILDINGS. m m�.ea waie.sYse saeor�,om ro� sno�meads. omma�y owa��ys. eam om�o�, oi a w�w��q . iae�.:�y n» w�aw«wn a�w aem.a�an wa:ie mx�e�xi� � oe a�enea imm msuosai e. ,e�i��a. s�allcompryvnl�IhaSpeoiWgreenpuil0ingmeasuresappiirz�leloaac�sp¢oficoccu�ncy G �,106.63.]51nyMEVapaurepuiieE.Instanaisteaacewaycapa6ieotacwmmatla�inga2001N0� 1307.1.72Mukip4snowarhxhservingmaehower WhenashaverisserreEbymaelhan,v�e � onlneprqMwsalrapelwlu�ureusnwsale. vo�IGeEicaleOIXanchcrtwilT�aracewayv�allmlbales5l�anUaaesiie!�no�una�t-irct��ns�tla sM1owerM1eaC.l�ecomdnetlllow2loolalltM1esM.rerM1aaEsantllaoMe�SMwerou11e15�WI1atl0y 2. Spec�ly'IcongVuclionan04emd�Iqnwas�emate�ialswiilpesMeEon-sitelmurte5eparalM�cr �e.i �ne �aceway swi oo�ma�e anne mam s�.Y o� s�n�a�� ana snau ie.�,;�a�e mio a tiseaa ABBREVIA710NDEFINITIONS: '"1e smqie.ai�esnan�o�e.ceea+.aqa�ro�so«mnwiea�eoos�.winesrowe�snaneea�qr�eamoniy p�iwm,.eeis„w�esveami Meo oecammem oi Na,ure am eommun�ry oe�e�oom�� rse��ai. m. �� e��m:u,a �� aa.P nm.�m�y m me w�n io�ano� oi me Ev soa� wn m,awn anw. �e snaw� o�oe� m te m�oe,avm a� a ume. a iae�i,ry m�ers�on �aain�es wne,e irz w.,swctim a�a aemmroo� �.asia ma� mnanea w�a ne e5c cain��a a,�:e��y S�a�aMus ca�m�ssm�, oc�menec sn,n �oe�nh rire mca.ay �e��aw�, oa�e ne serv� oa� a�d.,« aooa�eissr:an uo��ae iawen OSA-SS Drv�isim ol !!re Slale MCY�i1M, $Iruclural5afe Nc+ry �o �relal'. a OO�ampere minimum �¢Arca�ep prdrc,� tirail a� s0ace(=� reserrtE lo ce�� NpN� a W Mnpk snowrr 51ui1 pe crosce�M a Maweel�ea4. d Mmefy con ruuqn meliwGs em m reCuce I�e amcun� o1 mmUuc:wn anG �ioii4on wasle I OSMPO OIMx ol S�atewtlB H¢a11F ?lenn:iy a�q Devekpmenl s lai:alpn ol a bar lh orwrl wercunat polectrve Jevu'.e qena2�eE 51 �� ( I �R Lo« R�u 1e - �.]0].tA Fsuub. 5 SpecN �� !� �^�n� ol ww�uctnn ane Gemo-�•�on waste ma�ma�s Cne � sM1ax ee akuWlN l�ol.a.l.a Munip4 EV spacea repuiretl. ennvrwwn eorumenn �ai ira�rare!ne race+.a HR MgA Rise Y �v wegn� w wwie. Ew rwi ov Win AA Atlawons ano Nie-a�ons rtninaoon pwn� antl proposea bce�ron ci hnure Ev spaces antl Ev Uargers. Consuucwn cocumems �.]O].tA.� Rn1EanHal lavarory Fauub. Tne marxnum Fmv rne d res�eer�oal iare�ay'a.ceis stu.i N New sna�i also o��Ee �nlormai�on on amperege oi'�wre EVSE, racewa�+ meihadls�. v.ving sd�ema�ia anE e�eceee t 2 gaibns per minu�e a� 50 ps� Tne m�n�mum fiow ra!e o'r ms�Eenrw ia�atm faureis s� I lMB.3 WASTE MAMAGEMENT LOMP/JIV. tltiLze a wazle managcrrcn� company, aprweC Gy u�e i Ndcinui iva0 �akulatwm lo vm�(y Ina�'J�e elxlrral panei service capac�ty aM eleGnral s��slem. riot Ee less iFan 0 8 ya�bns per m�n,:,e a130 pv enlwcm9 ayency. xmicn rar, proviGe veM D�e �mumenution inat �ne ce�Ungge ot wisvunion a�M nr. �Jing a�y on��ite aisln��ivx� imnslomwnsl� nm'P s��tficienl ra�oy lo simuhaneo�isly r,nnry¢ Tli EVs CemdiUpn.vos!e melenal Crva�aC Irom ihe IanCfili mm01'ies wiN Sacl'ion 4 dC9 �. � C HAPTE R 4 at all reQwr� Ev spaces at tna lull raiea ampea9e ol me EVSE Pqn tlesgn sna:` ee Oasetl upon a 030J.1.6.Z Lavabry Faucata in Common aiM Public Use Areas. The mavmum Aow raie ol la.atary 46�mpera m�nimvm brdricn ciui� ReQuiretl racewa�ys ana re�ai� rvmoo�n6 ihai are p�a^. M �o fx lauce�s �nsiailetl in mmmm ano pubic use areas �ou�s�tle d WNlings or skeD��9 ��sl �� rcsulen4W Nota: Tne owner ur commqor may m.iwa tne Ue�ertninatlon if ine mnsVucUw� aM UemWilion r.aate � RESIDENTIAL MANDATORY MEASURES s nea��ee�q.ouoa.a�aosea.�ox�essdao�mmh�aieaareasariespacrssra�oa�nsw�eaaime ovnai�gssnalino�exceeao5ganwsperminmeaifApsi malenalswillp¢QivMMbyawa54ne�agamenlwmpxny me of w:ginal wnsvuc.ron. DIVISION 4.1 PLANNING AND DESIGN �.+os.a.zsiam+nrn�o�.�ne�„�aa„�„�,�,�a,o„�a;,�,vv,au x��ymeo.�+��Re�� .w�.ia.a re•�.N�yc.�.o. n+e�e��yia��..n��suu:a,�resae�oaia�ia�.ys:�an�m�nw.. �.�OBA WRSTESTREAMREWCTION�LTEfiNNTrvE[LRI. aro�eusma�gmeraieamtalmrtrnnei pro;acuve Eerice space�si reseraeJ br Mure Ev c EV CnPnBLE' �� arcmtlanx ��e i�an 0.2 galbns .e� cvtle. weig�� o( roiuvuciion anC Eemdipor. wa4e EisposeC ol �in �a�qiqs. wnic� Oo ro� er.cee0 3 a nayiry qcpmes as" los �sq Y ul0�e ouuE�rg area snail �ree� �ne min�mum 65%mrMruU.m xasw rewnan rvQu�.remeni :n SECTION4.102 DEFINfT10NS +,++nmeca+na�wE�«n.w�eoae a,3pl,i.�.�Ki1eMnFaucan.TMmavmumlbwra�eol'c��d�er.�yce¢snan�roi¢Rceee�eyar�«�s �;o�:aosi �.102.t OEFINR/0NS T�e hiWx�n9lerms ara �e��r�etl in Cnaple, 2 larq are ��^lutletl he.e tor� mnmi per minub at 60 ps�. K�icnen hucels may lemporaniy irioease IFe flaw aocve R.e maaimum ra�e. M�t rwt � �.106.�.1 rNw �ot�is aM moNi�. Au rtevAy mnsl�wieE holeis ane motMs s1w1 provi�e EV spaces m e%� �� 10^s per minu�e at fi0 psi. anG must aeFault to a maximum Mw rate o( s d ga0o�s pr �. WBA.1 WASTE STREAM REWCTION ALTEFNATiVE. G��ecs I�al yenera�e a:mm com0inea iRENGHOMIN.Atreixh.nqaorol�c+0epres5e0areabosetyfille0vnt�mcM.g2velfiagme�'�6Wbnckavmiier �aPadedwppoNngluiur6insulia0onc(EVSEiireconswc,ionem..umenissfiallCentily:M1eioratlon eat50psi. �ignlo�w�sfruc�roran00emoiiliorwasle0isposeocfiniarWfs.wnitli0orwlex^xetl2�a:�s peni�usinatenaluSetllocdieclwcM1nnnHJraina Ilwater. olineEVspace5 Nde Wne.erqmlp pB�Sa�d�e1001oIIlieW��pi�garpa,5l�dllmee111rermn�mumfi5k.mnaVucLMv.a9ere0� ge or ruro p� la�cet5 are �raraila0le. aeralo/5 or all�er means may Oe usetl lo x.hieve �uiremenl in $ecUon 4 COB. t I WATTLE3.WanksareuseGloretlucaseEiment�niunollWa�tlesareol'snrnnsvwrJolna�uraiplanimalenais NoleS: retluclion ❑ av tu , slraw a simnar malmal s�epee �n i�e lo�m ol ;upes arm �.�OE.3�OLIlMENTRTIOH. Oocumeniaiqn s1�aH ba piv.MeC �o Ine rnbmiq agency w�icM1 Eemonsirzles useC �or Y Ge� °^ a OawnFlow skce W al:�.es are alm A.303.3 STANDPROS FOR PLUMBING FI%TtIFES FNO FITTINGS. Pi•s�nGry f ures aeM fittiigs strall be inslaYea O��e�� M+�� Sectw� � fOB 2, i�ams t mmug� 5. Section d:f08.J or Section 9 apy.d.. penmeter anE iMel ra�vds � comwau� ao�„�wn� „re �me�aed �o a�wsrcaie nre yqea�s o�aea�ry a�a apaory �uerla�e wnh �li¢ Galilpnia PiumDvrg COCe. aM s�aY meel tne appl:caEie slar�earhs �eferenceC in Tade ina�n9 ti��✓e c I darS�n9. t)Oi t ef Ue Cai/on�u Mu.mdry Code. �Vs 4.106 SITE DEVELOPMENT 2 Tnere v ro r ymmnent lor EV spaces m Ce cxs:maea cr ava�lade uno� EV cnxrgers �.1D8.1 GENERILL. Pr�na4enanEuseo�availadafuwrniresoumzssnal'�Oeacmmqisl�eGnm��ero-wtion a�e�ns�ailetlto�use. i Sampieimmz�ouM�n'AG�Ne:oiireCa�IwneGreenBr�utlng5iarqa�tlsCoce anC careiul planning lo minim�ze neyairva elfects on Ore sile aM aU�acenl a�eas Gees¢ndl�on o� 9oV'es NOTE. (Res��enlai'i traletl al vmw �r�.w.gw!G1LGreen M1IM mdy Oe usea N a5s�s1 m managemeni ol smm �xamr �ranage aq r.ros�ion wnirds sna4 mmply M,M �hrs upwn �.108.�.3.1 NumGr ol rpul�aU EY apacn. T�re num0er vl reQwrea Ev s�aces srwll te OasaE TNIS TA6LE COMPiLES TnE OATA iN SECTION S 303 1 nN0 �meniing conm��anrs vntn Nrs sxnon umDer �f paMi�g spa�s p�ovhe� br ali rypes v parki�g laciliues ��n aaerdar�ce wit� i51NCLUDEO AS A GCM1VENiENCE FOR TNE USER 1 Muetl cuns'Vucwn anJ demo��w�n Uebrs IL 8 D) pro�ssors cdn �e bwieG ai Ne Caelomd ��+�� <.t0E.3STORMWATERDIiAINAGEAN�FtETEHTIONWRINGCONSTRUCTIOX. ProjanswficM1aisW�piesc Taoei+06�6.Jt Calculalimslort�erepuirMnumOerolEVspacaesM1atibe�ouritlsC�Oto�re p¢p,anmm�niRxsaurcxsRecyningaiwHecorerylGMeryGel t�an one acm ol soil an0 are nal parl oi T larger common plan ol Gevelopn�m� wn�.cM1 In lolal c�s�urDs a�e xre nearesl w�ole numper a�m e�.,nmo�uyesmm,..aie�a.a��e��yw�svu�ua.�.mo�aenoma�a9esio ..-eie.a.a��aye TABLE-MAXIMUMFIXTUREWATERUSE 4.410BUILDINGMAINTENANCEANDOPERATION nng ron more of�ne �olkwmg measwes s�a� Ee �mplemenlec w prevent fiocEing ofaeiscen� TABLE 4.1 W.4.3.1 ' �.�10.1 OFERATON RND MAI�fIEfUMGE MAMUAL A1 ilre �ime ol finai!nsceC.wn. a nanuai. compact PWaMwe+amerosronana.eunsalru�wHor.�nesrte. FIXTURETYVE FLOWRATE Eiu, we6 Wae�l relere�ve or ol�x �reGa ar<e0q� a��e en(oro�q agenry wliitn ir�tlutles ail of I�e i Re�enipn basms al suRirxni vze shaii Oe �Wuetl m re�am stern wa� TOTAL NUM9ER OF PARKING NUMBER Of REOUtttED EV SMOWE0. HEA�S (dwvnng snwi �e y.aceC n ine buMug � Ymere smrm waier is cd�veyeE �o a puW��c dai SPl�CES SPACFS ftE51DENT�aL�i � 0 GMP �g^ 80 P51 1 ' wge sy5.em. t'vlletlion qint�guMr or vmaa� � OireUrons ro me mv�er or oc�vpanl �lul tM man� s�ali remain �mm IM1e Mibmg 11�•o�.r3�qu1 tl�e j i. I me�Mo. wa�er snau be fi�lered �y use v� a part�e. sysiem, waMe w dner me�roG aWroveG o-9 9 �pVATORV FAUCETS MAX 1 2 GPM � 5[� PS� ��le cytle ol �ne svunure i 3. Canplianc%wiN�lavMl' eCs�ortnxaierma IRESIOENTIA�I MIN.0.9GPM��20P5� 2 Ope2tionaMmainlend�ce�MirvGrons%ortl�eldicxiig. yr� �qementom�na�ce. �. Ea��eme�i a�n mo�ar�ces. ��a�a�rq+reie�.sa.��q �s a�w snw�s. rvnc;�mem:. �0-25 i LAVATORYFAUCETSIN O.SGPM"6QP51 Vb�owi2ksystemseleMc`eMcleUargers.wa�enneaLtg5y5;msaMW�erma�o� NOU: Reln lo I�e S�ale Wdler Rewu��,es Conlivl Boa�tl fo� pojn]s w�i[I�� Cislu�p one xre or rmee of so�l, or �OMMON S GVBLIC VSE AREAS � dppl�ancas arq a�uipmen�. a�e V�M a a Ia�gCr commw plan ol tlevelapmenl wliM,li in IOWI ai5lurEs one ave or more o! soi�. b Roolantl yaitl Orainage, ircAUEing guners antl tlownspauls. i�5p I Z KITCHEN FAUCETS � 8 GGM � 60 PSi �. Spacewnanwn�ny sysiems. intl�Eirry w�Censers anE ai� �ilars. jWe�si�e:h,rys�!nwxwaierpoa�Es.fa.gov.hvatei_iss�es/Omgrems'sm�mwa•sr�cansttuc�i.�nMni� � METEftiNGFnULETS a2GAL'CYCLE tl LaiMuapeirgaucnsys�ams �� St-l5 � a e. N'aie:reusesystems. �- 1.i06.1GfUDINGRNpPRVING.:.anslv.^.tronO�anssF.ailineifateM1owmesne�mgwtlrainagesyslemx�li WATERClOSEi t28WL'�WSH J in(amation'mmiowiuutiry.�.vdrerarbwasre�erm�eryp�av�cersonmt,notls�roNrtnerreEuce � manaqe a�i surlace w�a`er Ilows to xaep wa�er ha� eme� �uiMmqs E+amqas c( meMOGs m manage sur�xs ]6tOp 5 rasourca mns xater i�OUCt Uul a�e nd iim�.e0 to. IM lollowug I ' URINAI.S O t25 GAtJFLUSX < PuMic Van �mD�b�� JuGin9 rttY�e Wo9�ms anE lo�'aWrts i � �oi-iso wdw moa �wo .a�ade �� me rrea m � 5 Eauw�,wnai ma�enai on Ne oovu�+e �mpacts o� an mlenor reiatrre humN�ry �l.veen .i060 percen� 1�� t St-200 ,0 anG xTai mepwCs an ar.�Denl maY �� to mainlae� tlie.Nalne numb�ty @rei ��n tial2rqe z. waie�m�p�a�ea�wo�i:niem� I 6 inlortnationapoui.arermnserv�igUMscapeaiMimgalarGesgnarwcanra�Wswn�Mconserv¢ a. Fr�rno,a��s zoianao.b. sce�«�io<<o�i 4.3040UTDOORWATERUSE "'a'`" a. wxre��e�e��a�9ame�s � m:iN�r :i«ma�mn��ppunarsa�aao.�spwnsaname�mo«�a�ceore�.�ert�ywa��a��eas�s 5. OUnr wa�er nieasures w�iG� keeV surtam weler away f�wn buiM�ig.s antl a�C �n � Conuar CJO�.t OUTIIOOR POTABIE WATER U5E IM LAND5C4YE AREAS Res�Oenl�ai tlevebpments snaii �nply wln res 9��wa�ef r eIf ienlla�xJxape ortl�nana o� IM1e curreni Calilorn�a 0e NMnI of Walee Resouires ModN Water �cel �x'ay M1um �lie laundauoii. racherpe. <.106.{.].2 Eleclric veM1lcM chargl�g space �EY space� Eimenaions. ine EV spaces snan De Uesigneu In a iacai wa�e pa sures �O7w�MIlieMimrng�. EHcienlunEscapeOeainance(MWEl01,w�irheverismwes�ingenl. B Iniormaiionmr¢quuearouunema�nlPnenrxmea .,inU�eirg,Gutrot�imileCfo.ca�ixing, E�u bn�. NeEi�ms a�M a�lerawrts �w� at�en peinura, grading amuM Me ouYC�ng. etc. , Pt rg ��e tlramage pai� N0�5. 9 Informauon aew� siate solar enargy anE �ncen;ne O�o9�ms availaWe. �. The m��mum IangN ol earn EV space s�all be te leet �SaBfirtnn�. 10. q copy ol a0 speoa �nspectans renRraLors re.:veE Gy �ne mtaci�g agenry a I�is mEe. '� I <.tOBA Ebchk vMkM �EV� cl�arylnq Iw raw cormbuNon. Nrx mrtsvunior� snau mmCY x.0i Sect•c�ss 2 Tne m�nnn�m wv.1m d eaU EV spaca Y�au ce 91ee1 �2)41cm� Io 1 106.J, i f tp5 d 1. a i 106.G 310 haMale IUNre ��nS�alM�on aM �se ul F/ d'artJe�s. EIMz ve�rJe suppry 1 TAe Motla� Wale� ER �I LanOscape O�a.naMe IMtM1'ELO� ��s bt'aletl m IM Ca'tlanra CoOe RegWefans. p �A103 RECYGLIHG BY OCCUPANTS. '.'ne�e 5 or mpe mui�i(amiry pwe:�mg un�ts are m�wuneE m a I aqu�pment iEV5E1 snail pe ��nslaileel in aonrdance mN �M1e Cairbnia E�ee.ica!Cade. AnxJe 825. �.106.1J.1 SinqN EV aP�� Ouirad. Wrren a vrgle EV s{r rs reawetl. tl+e E`/ space sliao be x �ie 23. L�apter 2] Dmswn 2. MWELO anJ w�qomrg m�umaus. iixiufi�g weier butl9ei cakuWiw. are � in a¢wEance xiM Seclion i.106 C 2 3. �� availa�le al' nCps liwrv�v wala y ypV� �wlMg s I¢. po�.de reedly ar�e:vp�e areTlsl ��al serves ali pxk��gs on II�e s�le mb are:drn4Re0 M IM i E.eapUons: a Yrns�one. s�waqe a�a mnxco� a ron-nazamws ma�er�is i« recynu,q. ,rcwm.n91� a emmm�1m� v ce�. wrruga�etl rartlboaru. 9�ms. dastics. orqanc wasln. aM meiars. a mee� a laxfu;'Y �aed lo� recyGng i On a raaeay�wse Gas¢. w�are Ine bral enkra�g agenry n� Oetem�� N EV charq�ng aM �.106.�.]A MultipN EV specai rpulretl. When mWOqe EV spaces are r�uire;l rne EV spa�s sna�l pe pemy�¢, il mwe resNCOve infrasVucWre aie no� Ieasp�e beseG upen o�u w mpe ol ll�e �oibwinB �^d'�^s- Oesqnao in acc�rGnrs wi�� Sec�ron i tOb o 2 i t.t Wliere Ihore �5 no cammerual puwer suppiy. EaupllOn: Ru21 juns�iclions Ilwl meel arb apPly br Ihe exemoUon ��n Publk- Resources CoOe Setlqn iI 3 Wliere I�Bra rs e�Menm s;�bslanl�4ig Nal meenig hie rty�irementa w�ll aller Me loql �.1061.].S IdenYfiration. TM1e s¢nice panels w wRDaneK shall0e �nCE N in a[cnCance wi1� SeC.ion I � ul�liry infrewvmre desgn rae��irements m Ne u1�M1ry siCe oi th¢ me(e• w as ro �ncrease � 106.i.2.5 �25<9�Bb^dN2N% � et sap. are no�e yuiretl ro comply w�tli (ne a�gan�c wa51e conwn ol u,e �r�ny s�ae ws� �o me �omew��e. o� e�e ae.e'oae. W mo.e Ua� 5auam x. mva�lrtg �rv:. �.108A.J.6 qcceasipl� EV epacos. in aGGnon !o h�e .ep�,.emen¢ in Secaon 61 W.a 3. Ev spa�s br ) ac�sswYUve�wgunnslnDulrnaJunwrap-PsmyowNtirgum6UaDu)w�Nwiaan;oonal rro�el:nale�saneauEVSE...neninsta�leG.Jaucamqy,.�mineauesitiiiya�v.sansta�neNchary�rg � paMug ITctl��ies sauons'in Ine Ca4knun &��kling Cetle. Cluqe� I IB. ltpfi.�.t New on�- aM Irolamlly tlwellinps aM Iow�nM1ouses wiln a1ixM0 privm garages. Fw eatl� DIVISION 4.5 ENVIRONMENTAL QUALITY m�.��,��,��,�n„�,�,�,�.,,,o,aom,.m�,aea��meaw-.�o��,�,nmeaawa, DIVISION4.2 ENERGYEFFICIENCY SECTION4.501 GENERAI sliall nol Oe ksf I�an baEe s�Ze 1 Inpmnel 1 vzn �nsi0e a�ameler�. Tl�c raceway sM1a� onginale ai Ne ma�n .�� w su0panel an0 s�atl te�mmn�e mto a Ils�ee apine�, Oox ar oNer enGowre in clow pmximiry m Vie 4.207 GENERAL me ao��s�o�s o+m�: rnaP:�. snan omr�a �„ea�s oi �eauo�y me auai�q or a�. w��.a��s ma� are oaumus. p�oposetlriocawn ol an EV c�erqe�. �aceweys are repuireC to De mnunuous at en<IouC. inaccesvble a �� y��pE For Ne 1 manaa! R wriceaktl aieav ana spams Tlu servce pariel a�or w�panH siaY pro�iCe apaciry �o �tisbli a 1Pampere W�W�s o ay e�gy a inercy �vnCarCs �n ma wCe. u�e CaLiomA Em�gy .mlaling anEla narmiui lo Ine canfon anC xcni Deing d a owMi�g's ��2zlalkrs. eccupan6 and neigM1bws. eJra1M pa� ur^wl antl �pazN,s� ras'ervei] lo pa�m�l ms�a�laUon d a �ran[T �mr� ovnwnml ..ummuvon wi�l cen�v��e lo aAopl mantlalory S�aMar45. ��, e�„a_ SECTION 6.502 DEFINRIONS I s.1a3.t oEFlMR10Ns ... a.tos.ai.i iaam�nono�. me ser.ae o�� . s�w�a o�� ovsce.�v snan wrnvry me m�e.c�i rn� ia��owmy ie� are aer�aa �� Cnae«• z;a�a a.e ��.xe �rere �w re�ere�mi �� poler�ne Ge��Ke spa=elsl reyerveE �w �uWre EV chayvg az'E`J CAPABLE' TTe racewav ��✓�� AWIFIBEP GROOUClS. fioer proUuc¢,ntl�rtle wMatCoarC. cva.9oam. pa�l suhuzcs aM �om '�. kra��m s�all �e permanently aM nsiEy marke0 as "EV CFPABLE' I �� 'O J.1p8.�1M�wmultlhmilyMrel�i�qs.If�esi0entlalpa�lungisavd�Hde.�eni.10 wre5 nd�ntluairn]I��nitura fuiureSaM�u�pmantlFG6Ei�olcoeubereGpaseOulqirgeiemenls i pe�cem m me iorai nw.�eer a CdIVOSiTE WOOD PRODULTS. Com - woaJ Iyailu�spawsonaO�ilO�u�gsite.yroviaeElotalllypesdparkingfac:lilms.sM1a110ee1e[:ricveM1iGecha�grng mN�umEensil lip��oar�1'Compus�lewooe'protluc,spms��Iuu�O� ��ywooe.u�l JeooaNanO I Geces�EVSFaces�wpaMaolsuppoNiglu�ureEVSE.CalcuiaticnslmtlieiapwreCnumberolEVsparesslWl � Y � Y^OOd pe raunEeC up �o IM1e �earesi x+�ole number. ral panels, sw ural wmpos�le lumper aienleE sva�e boarE. gluetl Iamin.aie0lvnEzr. pela0nqte0 M�. woaE i�prsts or iinger�loiniea iumper, all as sxafieE :n Cai�brna GOUe of regulacars IGGR), ube �]. Se.,-tion 93t20 � �. co�.swcnm ax�men�s am,�re�ee ro w.,io�svaie mx o�ieu�s ra�aoam� a:v raoMnr �« i x�idung luiure EV �narqmg. �� IRELT-VEMT RVPIJ�MCE. A��aFbummg appiance �.+N a sea�eC cvmoustan rysiem Na! tlra.n an Tm Iw ?. TTere u m rapu..remeni'or EV spr.es �o Ce mnstrucm m avanabe un�1 EV �rs are �nspikE �i mm0ustwn �rom :f�e autsiee amvspMre am Aucnar9es a° fvx 9ases �o!ne.w6be attrospM1e•e. m I�.tOBA.21 Ebclne ven�eb cluryirq apace I� aparnl �nons. Conwttron tlocv�ne, stia�i '', irM�irate I�e braum ol �ropuau EV s0�s Wnne ccmmon �se ca�kng n provdal a� �east one EV spxe ' s�,all be localeG in Ine commun �u oahi�g aree a�a sM1all � availa0ie for uu Oy ail resbenLS. � � I ' � �I � o�seuwen:r,.�sn�c�uex..sow�.oeo+.n�rer,ac osf�,s�oA>,a�nrsro.vncn.en.�, c._w..�w.,c_�hn,,,.•:.��vw�eeHe�...,n�s.<r�ar.wos.a��a�e. �..�c oue a��.<au�,.�,ee-n�.,s�ani...oe�.w, _ c,..,.o..., r�uc, ru.,,s.od .,�c.. M_,.��nw.0 Fo,ecr,.�su.wu..a,eee�u,.E�e.�„e ��sEa oe�-r,r.,s�-,cno�E..�E,s ,�Ee�w.�sF4asw�.,.u.�_sa:.s�e,urv+s�x.�,.o�r�N,w�useo.,�..sc�cwi �. �,c.Ja,�c.eai<c,�.avwi.� �� c,w� BHUSKUTE RESIDENCE 1745 HUNT DRIVE, BURLINGAME DETACHED ADU avOJECroaiEN*nnON � �� ANAMIKAGOYAL COTTAGE TECHNOLOGIES INC � � II 2525 18TH ST SUITE 316 '_ A ` I, SAN FRANCISCO. CA �� I � �:4!51 237-3]15 �AARLEE BERES PROJECT OESIGNER STRUCTl1RAL CONSUITANT N?tAE STRUCTURALCONSULTANT � TITLE 24 CONSULTANT NIME I 'ITLE ^_4 COMPLIANCE �ONSULTrNT � NO. DATE NOTE CalGreen Residential Checklist 1 T02.01 =��- iC�ottage _ .�, -- - AIA _� California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1(�anuary 2020, Includes August 2019 Supplement) N/JONIIY INCREl1ENTAL RFACINfTY ( WR�. Tre mavm.1m c�anga n weigFi o+ezone I�metl �y a4G'g a �ew�+a m�ne �ease qeao„� oyN�� caz iaoci M�=uve• a+�q^� d wmowm aaaeo. e.oR%sea m M1uMreMM1s d a g.am �;g O':g ROC'� NIXe: MIR ralup for iMiviOwl compouMa a�e nyCrOfarbon wlveAx are spetifie0 m CCR. Ttle �]. Sect�ans 96100 aM 9i101 MdSTURE COHTENT. �I:e wegnt ol �I�e water in wootl e�resseC in percentage d Ne weigM ol Me oven-0ry wootl PRODUCT-WElGi1TE0 MIR �PWMIR�. T1+e sum d a9 weigtileC-M�R 10� d�� mgree�ienh �n a WOCu,:I stib�Kt b Na �qe iM1e PWM�R s Na iwa� poauc� reac:rv�ly enyessN to nunariMns o� a gram d ozone'an�eE per qram IX poauct (axC W� cvnlair�e� arA �»ckag�ngi No�e�. P'NMIft-�s wkvlaleE attoN�ng ia epwt�ons fo�no �n CCR. Ti�k t]. Seclion 9a53t (a�. REACTNE ORGAHIC COMVOUND IROGI. My mmpounG Inai nas tne pptenl�i. oirc.a emlFeC. �o con�nDu�e ;o oEa�e brma Wn �n uu :ropoypl�¢�e voe. ,� �o� �,K ��ww�a rvoei w�aiy eeu�a ffi., �n�.tia wmro�o oazeo o� �� m��, « ��5 wM repce pessures 9rea�er p�m 0. t miNmeters ol me�c.�ry al �oom �empe.TWre Tnese �m�pw,.�Cs rypra�ty m�bin �yCrogm a�q may conlain o�ti9e^. nivogen �rp otl�e� Nemenl5. Sen CCR Ti��e 1]. $ec;:on 96Xy(al 4.503 FIREPLACES �.SO�.t GENERAL. .y �nnWka gas Nep�am sha�� ce a e�rxl�vent sealecl-mmUus[a� rype. My �nslalletl waoLL iove or xlie� slove s�aY comO�Y �^'�m U.S. EPA �Jev. Source PUMwmarce SW'MaNs (NSP5) emrsvon ��imns as aop+uao��e. aw s'wu w�e a ce�ern ��m�a�q r�ey are �e�nr�ec io meai �ne em�ss�on :�m,� wooesiwes. peWet slores anE fveplaces s�all al5o rempiy wM applKaNe btal wtli�n-ss. 4.504 POILUTANT CONTROL �.SOt.t COVERIMG OF DUCt OPENINGS 8 VROTECTON OF MECNANICAL E4UIPMENT �URING coHsrnucnoN. ni me u� o� �w�n ��:u��ib�. a�� sm,a9e o� ma �o�m��,o" s�;e aoo ��m n�,i surt�c oi U�e neae�q. coou�y a�a .�e�inamw rn��v�m an a�n a�a arre� ,eiaiae av msTa,w� comw�em W�e^95 sM1a�i be mVe+ed wnn �ace. oW..Oc. snee melz� �r xMr mell�.xs accepuEk �o ine mbro^9 a9�Y b ,ea�.ce u,e m�w�i a wai�. a�� w aee�z wn.n mar m�r ine syn� d.SW]FINISHMATERIALPOLLUTANTCOHTROI FnisnmalenslssnalicumON�+mth�ssent�n. �.sa.z.i �an.aroe., s.aim's u.e auiw. nnn�.�x. �ea am a�a ca�u: �sea an me mo�eci snan meai ine e�,�s oi me raim.�r� s�T�K� �mess �m.e sv�� iw,i o. �i n�. �nur a ai. o,N�ny mv�agemem ��slric� nJes apMY 1 Gbirpsives. MM1esne Iwndi�q pnmers. atllp4ve pnirers 5ealanl5, seaNn� p��mes 3rq r.aulks sM1all mmplv wEn bcal w rea�qnal air �ol:vliom m�lyd w ai• Qualiry managemeni 0rsina rvies where aDDlcable or SCADMO Rule t 168 VOC i�m��s. as siwwn in TaEle d SW. i or a.56t 1. as aDC��ble S�xT proCucYs alm sM1nl� compy witn Ihr Ruk 11fiC proM1iOi�on u� Ne use of ceela�n Ipxic mmpouMsirna�olortn.e�nNmetlicnbnae.mellnne�c�bnEe cer�broeMy�e�anG .rooroeiny,e,�e�. e.cePi �o. aemsd wa�s. as soennea �n S�esec�m z eeio.: z aemsoi aenev�es. a�a vwxr �N� s� m aanes��m. m�a seaa�� a ra�:w��y �pw,�e: ir Is o10�1•xi. ies9 packagug. wMcn 9� �ro! weiqn nw en 1 pouM aM do �ro� runsis� M mo�e I ttan 16 nuA o�nres) sl�aN roendY wil� 5latewi�e VOC slantldNs aM otlier r¢QwremenLS, �rc1W ��g �, pruh'0' - rtammxiccCmpwnEs ofCalilpmiaC tl olRegWafro T ]. , w�m ��o m nan5aw�. _ �SW.22Pani ML tlrgs.NcnnecWrzpa�n[sanJmalvv�{ssnal. �vmtnYOC'. TOe�ot IN FftB Mn�tetlural Sugges.ed ConIM Measure az slio.vn .n TaO�e 6.SOA.3 �uNess more unrgenl locxi i,miLc ;pp�y. rne voc �w�iem ��n io� mavngs Na� ao rn� mee; me cen�mws ror vie speaaM =�u�g.c ce�eqories laletl ��n Table <.SOC.� snall Ge �]ete�mir.ad Oy tlazSiM^9 me coaoig as a FIa�. NenlNl or Nonllal-HgM1 Gloss ' -aaiieg. basM on ita gloss, av oefineo �in subsMions <�t, d.�8. anG 4.31 d It�e 2001 Calilomia Air Resources BoarL. Sugpes�etl Cornd A�easure, antl ihe cwmspontling Flat. Nanllat nr Nor�l�at-Hgn Gbss VOC iim�t,n Tade a iDC 3 51�a11 appry �.56123 Mrosol Fainb and Coa�inpa. Aerosd painu anG satiigs s�ali meet ire Peoputt�wc9MeE MIR L�m6 (or ROC m aect on 9,5221aA21 mC o�Mr repinremenls eufuEinq piM�Gpons on use of :e�a�n lo�c � tnmpw.�Ms ara oxone eeqe:�mg su051ances, m Se.nons 9+52i1eN 1 i arq i.l { I � ol Cafilom:a Codc W R�ulaM1ons. iiL2 I'/, cpnme�cirq wrN Seclion 9C520: anJ in areas unEer R�e I�ristliclipn ol Ne Bay Area .1x � Oualiry Managemen� Disvic� atltlnio��y co�nOty.��n [ne percen� vpG ny wegnto� protluct ��mitc o� ReguNl�on 0, Ru1ea9 • 15W2� VxXicallon. '/rnMa�vn IX mmpluze J� N�5 SeUion sYall De pmvdetl al Ne �ue�t o� tM1e - =,t«��ny ax^�� oocummie;a� ^ar �we. e�� s ro� i�mnea m. me ia�w.��. ' t. Mar�WacturefsproE�ctspac�5ption. ♦ 2 Frn'G venfv'a4on ol on-site pmtluU conlane5. TABLE 4.504.1 -ADHESIVE VOC LIMIT�. (Lers Waler arq Less Ezemo� �m0ou�as �n GrTms pfrt �iter� ARCXRECTUMLAPPLICATHINS VOLLIMIT INDOORCARPETAOHESNES 50 CMPET PAO ADHESIVES 50 OUTDOOR LA0.PET A�FESiVES 150 WOO�FLOORiNGADHESIVES 10D RUBBER FL00(i ADHEStVES 60 � �,SUBFLOORADMESNES 50 I ICERAMiC n�EA�HE5NE5 65 VCTBASPMALTTILEADHESIVES � DRYWPLLBPANELPDHESNES 50 I COVE BASE ADNESIVES SG I MULTiPl1RPJ5ECONSTRUGT�ONADhESiVE �0 STRl1CTURALGLhZINGAOHESIVES �W SINGLE-PLv ROOF MEMBRANE ADHESIVES 23a I OTHERA�HESiVESNOTLISTEO 50 sveciu�r �avucnTwxs WC WELOiNG 5i0 CWC WELOiNG �90 AZ$'NELDING 325 P�ASi1G CENENT WELCING 250 I ADHESIVE PRiMER FOR PtASTIC 550 CONTACTADHESNE BC I SPECiALPURPOSECONTP.CTqOXESN� i50 I STRUCTURAL WO00 MEMBER ADHESNE �44 TOPBTftiMAOHESIVE 250 � SU&STRATE SPECIFlG APPLICATIONS MEiqL TO MEiAt 30 � PLASTIC FOnMS 50 POROUS MATERIAL IEXCEFi Wppp� 5p I WOOD l0 ( FIBERGLA55 BO TABLE 4.504.5 - FORMALDEHYDE LIMITS� MA%�MUM FOR4IALDEHYDE cMI55iON51N PARTS PER MI�LION PRODUCT CURREHT LIYR HAROWOOOPLYWOODVENEERCORE 0.05 HARDWO00PLWI00000MPOSITECORE UOS �ARTICLE 90ARD 0 a9 ME�IUM pEN51iY FIBERBOARp D� 1 THIN �9EDiUM DFNSiTY FiBERBOARP. 0.13 1 VALUES IN THiS iABLE ARE DE3NED FROM THQSE SPECIFIE� BV TME CALIF TIR RESOURCES HOA(iD. Aifi i0%�CS CONTqOL MEASURE Fpq COMPOSiTE WOOD AS TESTE� IN ACCOR�ANCE YJ�iH ASTM E 1Jil FOR AODITiONAL �NFJRMATiON, SEE C/ iF CODE OF R'cGULATI0N5. TITLE 11. ScCT10N59]120 tNROUGN 93t20.12 2 THINMEOIUM�ENSITYFIBERBOARDHASAMA%IMIIM THICKNE55 OF 5� 16' �9 MNI + iF 5N AOM�SNE �S USED TO 00ND �i55iMItAR SUBSTRATES TOGETHER TME A�NES�VE WITH THE NIGNEST VOC CONTENT SHNLL dE ALLOWED 2 fORAODIiIONALINFORMATIONREGARDINGMETN00STOMEASUR: THE VOC GONTENT SPECiFIED IN THIS TABLE. SEE SOUTH COnST AIR OUALITY MANPGEMENT CiSiRICT RULE t tfi8 TABLE 4.504.2 - SEALANT VOC LIMIT (less K'aier aM iess E.emq Corrryw�Ms ��n Grsms ov Lner� se��rrrs voc u�ur ARCHITECTURAL ]50 � MARINE DECK T60 I NONME�IBRANE ROOF 300 RDADWAY 150 SINGLE�PLY ROOF MEMORANE 650 OTnER al0 � 9EAUNT PRIMENS ARCHIT=CTURAL NON�POROUS 250 POROUS »5 MODIFIED B��UMINOUS 5W MARINE DEGK 160 OTHER �50 TABLE 4.5043 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS: • GRAMS OF VOC PER IITER OF CORTING. LESS IYATER A LESS E%EMPT COMPOI1Np5 LOATING CATEGORY VOC LiMiT FIAT COATINGS 5p NON-FIAT COATINGS 10p NONFL4T�HIGHGLOSSCOATINGS '$p SPECIALTY COATNGS ALUMINUM ROOF COPT�NGS 40� BASEMENTSPECWLTYCOATINGS d00 BiTUMINOUS ROOL COniINGS 5p BiTl1MINOUSROpFGRIMEftS �50 90NO3REANERS J50 CONCRETE CURING COMPOU�+DS �50 CONCRETE�MASDURYSFALERS tpp �RNE'NAv SEAIERS 5� � DRY FOG COATINGS � 150 FqUXFINISHINGCOPTINGS I �50 F�RERESIjTIVECOAtiNGS � ]50 FLOCR COPTING$ '00 FORM-RELEASE COMPOUNpS � 250 GRAPHIC ARTS COAtING51SIGN PAINT51 5fJ0 niGH tEMPERATURE COALiNGS <20 IN�l15TRIAl UAINTENANCE C(JATINGS 254 LOW SOL10S COATINGS� I 120 MAGNESITE CEMENT COATINGS I <50 MRgT�C TEl(TURE COATiHGS �0p METPLLIGPIGM'cNT'cDCOATINGS 500 MULT�COLpR C0.1T�NG5 250 PRETREP.TMENT V.'ASX PFIMERS a24 PRIMEft5.5EALER5.dl1h0ERC0ATER5 100 REACTNE PENETRATING SFMERS 350 RECYCLED COPTiNGS I 250 ftOpF COA i INGS 50 RUSTPREVENTqTIVECOPTiNGS 150 SHELlACS CLE/.R 1J0 OPApUE I 550 SPECIALTYPRIMERS.SEr1LER58 t00 IINDERCOATERS STA�45 250 $TONE CONSOLIDPNTS OYJ SWIMMINGPOOLCOATINGS i �00 TPRFFIC MMKING COAiINGS I 100 TUB 8 TILE REFiNISM GOATINGS �20 IYATERPROOFING MElN6RANE5 2:A W OOO COATINGS 2]5 WO00 PRESERVATNES ]50 LINC-R�LH CRIMEiiS J40 i. GRAAfS OF VOC PER L�TER OF CONTiNG. INCLUDtNG'.NATER 6 EXEMY� t;UM11FOUNCS 2 THE 3PECIFlEO UMITS REMP.iry iY EFFELT UNLE55 REVISED �iMITS ARE lISTE� IN SUBSEOUENT CO�UMNS iN THE TABLE. J VALUES IN iHIS TA6LE ARE �ERNED FqOM THOSE SPECIFIEO Bv iHE ;JLLIFORNIq AIR RESWRCES 80AR� ARCHIiECiURAI COaTiNGS SUGGESiEOCONTROLMEaSURc.FEB t.2W8 MOREtNFORMATiON�S .1VNlABiE FROM THE AIR RESOURCES BWRD DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 1�.sa.3 eu�ver srsrErs. ai �amei ��suaea � n� a,�q,�q �me,�« snao �e� �ne iesu�5 a..o a�.+ ., ' ,�n��re�noraiieaao�eoinreioirc��q� . CaryM aM R�g Instnule's Greer. LaEel Plus Pm�ram � 2 Califomia Deoanmem W au61k Neaiur.5�ir�ea�e MeitwO br�ne Tesung aM E.auatwn d Vda�iie I o�ya�K enem;�i em��o�: i,om owoo, so�,.c� us��a e��w,m�ia� cn,moers ve� i i Fe�aryMt0laiso�namas5pea! t�Q13501 3. NSFtANS�IiOaII�eGddlevel. i 3. Suen� CeNfiwtiore$ys�emslndwrAWan(ag?.�iGow �� .SW.3.1 CaryM c�ehbn. ui prpei custr�on �rm�a!iea �n �F.e builo�ng m enoi s�a�� mee� p�e � � /epwrertcenis of Ine Cary�i anE Rug Inslitutes C#ee.n laLw.l0�o9�Am. '�� d.50G.3.1 Carpet atlhasiw. A�� carpet aC�esive sna�i mee� t�e requinmanis o� iaele S.SOa.! I CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.11NSTALLERTRAINING. Hvscsy.iem��sianerssnauoeuz�ne�anecernnea��inao�an mslalWlion ol HVAC syslems ixlu4ing Oucts antl e�uipmerl �y a nauonally or regiorally rewgnixN vainiig a ��r�ro� woyam. w�n�r� o�o�s �i �n«m Nvac ��un�uo� wnE� u�ee� ure ana+ s�ve..��s�o� a,a E�p�lilY ol � paisp� UaireG aM aNRM lo'ins�ali HVAC 5yslm�5 w �'nnCacla i�reetl lo �nNdli HVFC M�s yes ol auzo��nle HVAC vaewg ana �enilr�aUon proq2ms irclu0e Ou! are roi lum� lo �M Idbw�iq Slat lie0app�en��ceshipprogrartrs. 2. Pu01<�u Ii�y Vainin5 prog�ams 3'�nirg prvgams ryainoreC by'vatle. IeCw m�Ialewi0n energy mr�svl4ng w vanfirvim wganvalwns. . ProgramsspansoreGpymanufanunngwgan�tationr. s. ome� woq.ams a-reoun�e � u,e �,�rn��q aqe�cy. 702.2SPECIALINSPECTION[HCD]. wne�.eov�.eooyu,ae,�,mm�ya9ency.mem.�rerme �voie e�ery acu�p as u�e owners aqem snan emo�r �a o. mo.e soe..;ai ��spmas m ywee ��soe_-m� oU'.er aul�es recessary b w�slanlale mm0��ance wll� t�is aMe S�et'ial irtSpecld5 slull CemonsUale competence !o iM1e v�isfaciwn ol i�c eMororc� agencv Iw ine parLcu�ar �ype of insceUwn or usx :o be perlorm� In ad0itpn to m�.e. �en�,��aoo�s «v�a�mraiun: a`ceo�e� io me emav�y ase�cy. �ne rmio.d�q cennKm�ms «ea�ca�� .�ay oe convEeretl by IM enlota�g agerrry vA�en evalualing Me QualRralwM of a special mspecla . cemr.�em oy a�uaw o, ,egmai p.em owbmv o�oqam a se�aaM �dRn�. 2. Cerofralan py a sta�rvnEe ererz conwi��ry or venficatwn agan:mMn. s� as MERS rz;ers. nw�crg peAP'm rM Mme eneryy du0.ters. J. SuccvssiW mmp4Mwn W a Ihira paM a0aer�ure �ainirg progan in ilie appmpnete i�a0e �. O��er programs aaeod0ie �o Ine anforcing aganty. wan: i see��ai ��w�+� �n�i ee ��nece�� m000s.nn �o r M,ai meres� �� nce mam�a a me ��qen �ner are ��cec�q �« -..u�,oierce �m m�s coae 2 NERS a�ers are special mspectors ceN ieJ by ine C�forma E�gi Cwnmisson �CEC�i to raia nomus m Lalrbma aavrlmq to IM1e Home Energy Rating Syslem INERSi. �ese� wne„ reo��ea ey me e*m.a�q aqa�cy. �ne o.�e. o. ine reseo�wo�e enury arny as ine aw�ers aqmi snan employ a�e a mde spetlal in5petlp5 ro prwi0e inspectwn or ott�e� EUUes e�cv�ssary la wUelaniWe cOmplance wJ� Mi; wde Speoal in5pectors:J�a11 aemonsvala comce:enw b Ilx sa�s�acGon d!M!nipc,�g agen�y lor ine paNcvlar rypa o1.n5Fecuon w �ask �o be peM�netl. �r. aEEi4m. ��e speoal'nspei?Or SM1all �ara e:ef�ift'at�on hom a re:ryniieJ slale, n aisauaUon ai Ueterm�reA Oy :x Icral agenry TM area ol rsn�lratip� sl�al� Gp clps¢N r¢lala� lo Pa pnmary io0luMan. az Oe�erminetl �y Vre ieCai agPnCr. Note: Spetiel inspeclws s�all be �MepeMenl anptres wilh m frnancial �nteres� in Ihe malerals or IM pra�ecl Ney are inspecn�g fw mmy:an.e wn� ��rs �'vtle ' l.SM.I RESILIEMT FLOORIMG SYSTEMS. Wne�e revlrent Poonng'rs �nsuiktl . a� Nasf BO?, nf Poo. 3rea recnnrg � I I ��n�+a��ar��o�m��ia...,g ! 7p3 VERIFICATIONS � P�� o��i �� Ua cauromu oepanmem m a„orc HeeiN. -s�anaab Memoa ia me resu�q ana � 703.1 DOCUMENTATION. oo��m�ueo� �seo io snow mmpr �ce +,u, v�.s coee snan m��ae o�� s,oi Era;uarimolvolaute0�yanicCnem�ra�Emissionsf�minMwrSourcevUsingEnrronmmialCM1amlien.' � mnedlo.co an�owmenLt.plans.speoficalions.bu�I4e�m��nstallercertfica��on.inspec�wnreWns.aoMer Vers�oni.t.FeOr�ary30t0(alsokiwxnasSPeuRcdUon01350�.xLfieEasaCHPSLax-EmitlingMatenal !o me!IpaeaCceplable�o��aenfwun�agancyw�iNEemmsValesuEslanUalconfmnance. W�ensceuf< �n [I�e CoilaGoraLve la H.yM1 perlormanr� $ctwqs IC'�P5) HigM1 PMormance Protluds Dalabase � menialion m zpecai inspeclwn q:�¢r,�� lo ven p peciR¢C �n 2. vmouqy;.¢n�fi¢tl uMer UL GREENGuaRD Go'A ��ame�y Ne Gfeenguera Ghqren 85cnoo!s program� '� IS �Y h r.omouance V�a; maMOE of wm I�Tnr,e x� be. c 3. C82(•c3Lcn u�tler Ne ResiGant Fbm Govenng I xaule (RFCI� FqpScwe prOgram. ��, tl�e aopropwre seclwn w qenyfi¢Q �oo�tade U�ackirsl. C. RMet IM1e Caiilomia DepaRmenl ol PWlic Yeal:� 'SanCaN Me�� tar IM Tasti�g aM Evaiva�qn N ' I ValaLle Organic Cl�emical Em�ssims!rcm IMoor Sources Us�ng Emironmen•ai Gambr�s' ver,wn t ' Fepnury 2010 �also Fnoxn as $F�fi-2�an 01350) I ��.SDI.SGOMPOSrtEWO00PRO011CTS. HxtlwooGpywooJ parucieboer0antlmeCi�mOensi�yfiperOoaM I � e wooa oma�ns �sea w� ine ��e�o- « e.�e�o, oi u� o��wnqs man mee� ue,eu��ren�ens io� orrtalCeM1ytle az s➢eci! H in ARB'S Air Toi�o Con WI Maisure lor Composle Woo411� CCR 931IC e� seq.l i Oy or pptpe Rre Cales speofiM in :nae¢ sxlim .=s sliown •n TaO�e a 50i 5 �' �.SW.S.tpocum�ntalbrt Venft�atimNannPlurK2wi�t�issH]qn5lial�pa0revbe4asrepue51e0 JT i by ifie enlaci�q a8<^ry Docun�enta�ion ua�� intlutla a� �eaxt one ol �ne fdloxin�: � t_ Protl�ciceNlr.aWnsrntlspeu�calroris. ��, 2 Cna��o(cuslotly:emlrairo�s '�.i 3 PiMuct�a0e4daW�nvoKeOasm�'viglMCompovteWooEProtluCs,eSulalwnisee � I CCR, Title t) Sectwn 931}0. e� seq.). �' a. Estenor ga0e poeucts marFeE az meelirv� �l�e PS-i w PS�I s�anb�rds of I.he E:giree:etl WaaG Assxaum, Ne AuslrzWn AStVZ512fi9. European e36 35 stanGics, ane CanaO�an CSA 0�21.CSA0151 CSA0153anOCSA0325sun.aaNs. 5. OtM1er rtretM1aJs acceptable lo tice enfwaig ageM.y �i 4.505 INTERIOR MOISTURE CONTROL t50i1 GanereL dww•e� xM1ali mret or earreE Me 0�+'�swm of itie Wnlonno B�nbuy Stan^ams Code J�.505.2 CONCRETE SIAB FOUMOAT10N5. 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DATE NOTE CalGreen Residentiai Checklist 2 T02.02 sc;,�� iC�ottege _,