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Home My WebLink About810 Alpine Avenue - PlansCotta e g PATINO RESl�ENCE 810 ALPIIVE AVE, BURLINGAME DETACHED ADU VERSION: PERMIT SET ISSUE DATE: 03/23/21 iH15 DOCUMEM CONTAINS COTfAGE'S INTELLECNAL PROPERN. ALL INFORMATION CONTAINED HEREIN SHALL BE KEPT STRICTLY CONFIDENTIAL AND SHP.LL BE TME EXGLUSIVE PftOPERTY OF GOTTAGE, AND MAY NOT BE REPRODUGED, OISTRIBUTED, OR DISCLOSED IN ANV MANNERVYfTHOUTTHE rXPRESS PRIOR WRfTTEN PERMISSION OF COTTAGE. m 2021 COTTAGE. ALL RIGHTS RESERVED. �I��ED :;;; � � � � �oz� ' � � �' ^�� t�iJ�iLINGAME _` � _. �,.1+`,i^- �IW EL 0 ABBREVIATION ABAN ACC ACST HCT ADDL ADJ A�MIN AFF AHJ AMU ALT ALUM AMP ANOD APPROX ARCH ASB ASPH PSSV ASVM AUTO AUX AV BD BDRV BLOG BLK BIKG BLKT BLR BLW � BOT BSMT B7WN �/ CTOC CD CER CHK CIP CL CLG CLR CNCL CN0.5 CNTR CA CA COL CONC CONSTR CONTR CPT CTR CTRL DET OIA DIAG DIFF DOM DR DVJ OXNG DX OUT FJl ELEC ELEV EO EXG EXP E%T F81 FA FD FF FIN FIXT FLMT FLR FWOR FO FOC FOF FOS FR FSTNR GALV GB GEN GFRC GlZ GWB GVP HDW HDWD HM HO MOR2 MPL INCL INSUL INT LAM LAV LRG LT LT SW LT VJ� �V MATI MAX MECH MEZZ MH MIRR MTD MTL MUIT NOM TERM ABANDON ACCESSIBLE ACOUSTIC ACOUSTIClLL CEILING T7LE ADDITIONAL ADJACENT ADMINISTRATION ABOVE FINISHED FLOOR AUTMORITV HAVING JURISDICTION AIR HANDLING UNIT ALTERNATE ALUMINUM AMPERE ANOD2E APPRO%IMATE ARCHITECT ASBESTOS ASPHALT ASSEMBLV ASVMMETRICAL AUTOMATIC AU%ILIARV AUDIO VISUAL BOARD BOUNDARY BUILDING BLOCK BLOCKING BIANKET BOILEft BELON/ BOTTOM OF BOTfOM BASEMENT BETWEEN 9ALLVALVE CENTER TO CENTER CANTFACTDOCUMENTS CER4MIC CHECK CAST-IN-PLACE CENTER IINE CEILING CLEAR CONCEALED CONDENSATE COUNTER CARBON MONOXIDE CERTIFICATE OF OCCUPANCY COLUMN CONCRETE CONSTRUCTION CONTRnCTOR GARPET CENTER CONTROL DETAIL DIAMETER DIAGONAL DIFFERENCE DOMESTIC DOOR DOMESTIC WATER DRAWING DIIPLE% DUPLEX OURET EACH ELECTRIC ELEVATOR E�UAL EXISTING E%PANSION E%TERIOR FURNISH HND INSTALI FIRE ALARM FLOOR DRAIN FINISH FLOOR FINISM FIXTURE FLUSM MOUNT FLOOR FLUORESCENT FACE OF FACE OF CONCRETE FACE OF FINISH FACE OF STUD FIRE RATWG FASTENER GALVANIZED GRAB BAR GENERAL GLASS-FIBER-REINFORCED CONCRETE GLAZING GYPSUM WALLBOARD GVPSUM HARDWARE nnao�raoo HOLLOW MEfAL HOLD OPEN HORIZONTAL HIGH PRESSURE PLASTIC LAMINATE INCLUDED INSULATION INTERIOR L4MINATE LAVATORV LARGE LIGHT LIGHT $WITCH LIGHTWEIGHT LOW VOLTAGE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANHOLE MIRROR MOIINTED METAL MULTIPLE NOMINAL STANDARD ABBREVIATIONS ABBREVIATION TERM NTS NOTTOSCALE OC ONCENTER OFCI ONMERFURNISHED.CONTRACTORINSTpLLED OPNG OPENING OPP OPPOSITE OPT OPT70NAL PART PARTIAL PL PROPERTV LINE PIAM PL4STIC UIMINATE PLAS PLASTER PLYYJD PLVNA70D PRCST PRECAST PREFAB PREFABftICATE PT PAINT PTN PARTITON R RADIUS REF REFERENCE REF0. REFRIGERATOR REINF REINFORCE REOD RE�UIRED RESIL RESILIENT RM ROOM ft0 ROUGHOPENING SALV SALVAGE SBS�R SU&S7RATE SCHED SCHEDULE $CMEM SCHEMNTIC SECT SECTION SEG SEGMENT SIM SIMILAR SPKIA SPRINKLER SPNR SPEAKER SST STAINLESS STEEL 5T0 STANDARD STL STEEL STRUCT STRUCTUf7AL SUB SUBSTITUTE SUSP SUSPEND SW SNATCH SVM SVMMETRICAL TEL TELEPHONE TEMP TEMPORARV TO TOPOF_ TVP TYPICAL UNFIN UNFINISH UON UNLESSOTHERNnSENOTEO VAR VARIES VAV VARIABIEAIRVOLUME VERT VERTICAL VIF VERIFV IN FIELO W/ IMTH W/O VNTHOl1T NA NA�OD WLD WELDED WP WATERPROOFING STAN�ARD SYMBOLS GRAPHIC SCALE saie awm �z. vr. ia. 0� Y 4' 8' 16' �L�J-� BREAK LINE n �V � V n� CENTER LINE � SETOUT POINT anvu �� * $� f$� � � A�� , .Awo�.n .N�aarew ALIGN NORTH ARROW M�� ren�> � RAMPARROWS we�w..+r�o.vn . ro�m.m RAMP 1:12 RAMP eUP 7:12 SPOT ELEVATION ,t e�.ivis� SPAN VIEW TITLE vA. s�.+o. bamay »� em�+m.�n �/�/ Y Name AA v S�ale LEVELS Elevawn %% Name GRIDS � SECTION a.� s.� REF 70 101 �� REF �10 AA101 �m' REF 10 M101 ELEV�TION aw�q inavEwmai 1 Ref 1 Ret �1 Aq101 �1 �1 AA101 �1 1 Ref 1 Ref CALLOUT SIM � - �I 1 A101 � � I � _ J KEY NOTE 00 REVISION r� � GENERALNOTES 1. DONOTSCALEDRAWINGS. 2. ANV DISCREPANCIES TO BE REPORTED TO ARCHITEC7URAL DESIGNER. 3. CONTFtACTORS ARE RESPONSIBLE FOR UNDERSTANDING ALL DRAWINGS PRIOR TO COMMENCING WORK OR ORDERING OF MATERIALS. 4. CONTRACTOR SMALL BE RESPONSIBLE FOR CONSTRUC770N IN CANFORAMNCE WITH THE APPROVED PL4NS, SPECIFICAiIONS AND ALL CODE REQUIREMENT$ UNDER WHICH THE PV1NS ANO SPECIFICATIONS WERE APPROVED. 5. COMRACTOR SMALL VERIFVALL D(ISTING CONDITIONS AND OIMENSIONS PRIOR TO COMMENCING WORK. 6. ALLWORKSHALLCOMPLVWfTH: 2019 CALIFORNIA BUILDING COOE (CBC) 2019CALIFORNIARESIDENTIAL CODE 2019 CALIFORNIA ELECTRICAL COOE 2019 CALIFORNIA PLUMBING CODE 20/9 CALIFORNIA MECHANICAL CODE 2079 CAUFORNIA ENERGY CODE 2019 CALIFORNIA FIRE COOE 2019 CALIFORNIAGREEN BUILOING STANOARDS COOE (CGBC) 7. O.S.H.A. REGULAT10N5 8. SEE STRUCTURAL �RAWINGS FOR TESTS, INSPECTIONS 8 OBSERVATION NOTES RE�UIRED FOR INSPECTIONS AND REVIEVJS. OWNER/ARCHI7ECTURAL DESIGNER TO PROVIDE SPECIAL TESTING AGENCY CREDENTIALS AND LETTER OF HIRE ADDRESSED TO CODES ADMINISTRATOR PRIOR TO CONSTRUCTION. 9. SEE 71TLE 24 ENERGY CALCULAT70NS FOR MINIMUM INSULATION AND WATEft HEATER RE�UIREMENTS. 10. SEE GENER4L NOTES FOR EACH DISCIPLINES. ARCHITECTURAL NOTES 1. WATER CLOSEf EXCEEOS REQUIREMEM FOR 30" / 15" O.C. CLEAR4NCE TO ADJACENT 0&STRUC710NS AN� 20' FRONT CLEARANCE 2. WALLANO ROOF EAVE WITHIN 5' FROM SIDE PROPERTY LINE MUST BE 1-HR FIRE-RATED PER CRC TABLE R302.1�1). EAVE VENTS ARE NOT PERMITTEDAT FIRE-RATED EAVES. 3. COMPoSRE ASPMALT SMINGLE ROOF SHALL BE USED ONLV ON ROOf SLOPES OF 2'12 OR GREATER. 4. GVPSUM BOARD SHALL NOTBE USED WHERE THERE WILL BE DIRECT IXPOSURE TO WATER OR IN AREAS SU&IECT TO CONT7NUOU5 HIGH HUMIDI7V, CRC R]02.3 ].1 5. WEEPSCREEDMUSTBECONSTRUCTEOATTNEBOTTOMOF STUCCO EXTERIOR WALLS AT A LOCATION A MINIMUM OF 4' ABOVE EARTH OR 2' ABOVE PAVED AREAS, CRC R]03.6 2.1. 6. PROVIDE SLOPE OF Sh (OR 2% FOR IMPERVIOUS SURFACES) WRHIN 10 FEET OF DWELLINGS FOUNDATONS (CRC 4013) 7. ALL NEW ROOF DRAINAGE WILL BE DIRECTED TO LANDSCAPED AREAS TO THE EXTENT FEASIBLE AND NOT ONTO ADJACENT PftOPERTIES. 9. WALLS IN THE Tl1Bl$HOWER AREA$ TO BE PROTECTE� WITH A NON-ABSORBENT SURFACE UP TOA MINIMUM OF ]2" PER SECTION R307 CRC. 9. FlL WALKS AND SIDEWALKS TO COMPLV WfTH CBC 118-003 ELECTRICAL NOTES 1. ALL BRANCH CIRCURS THAT SUPPLV 12��VOLT, SINGLE PHASE, 1SAND 20.AMPERE OUTLETS INSTALLED IN DWELLMG UNR FAMILY ROOMS. DINING ROOMS. LMNG ROOMS, OENS. BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSEfS, HALLWAYS. OR SIMILAR ROOMS OR AREAS SHALL BE ARC- FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTED. CEC 210.12(A) 2. ALL 12SVOLT, 15-AND 20. AMPERE ftECEPTACLE OURETS SHALL BE USTED TAMPER-RESISTANT RECEPTACLES. CEC d06.12 3. 12SAND 250-VOLT RECEPTACLES INSTALLED OUTDOORS IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WE4THERPROOF WHETHER OR NOT 7HE ATTHCHMENT PIUG CP.P IS INSERTED (CEC 406 B(e)(t)) <. AT LEAST ONE 20PMP BRANCH CIRCl1R SHALL BE PROVIDED TO SUPPLV RECEPTACLE OUTLETS AT BP.THROOM AND LAUNDRV ROOM. SUCH CIRCURS SMPLL FIAVE NO OTHER OUTLETS, CEC 210.11(C)(3) 5. RECEPTACLESTOSERVEKRCHENCOUNTERTOPSURFACES SHALL 6E SUPPLIED BV NOT FEWER THAN N/0 SMALL- APPLIANCE BRANCM CIRCUITS, CEC 210.52(B)(3) 6. ALLRECEPTACLESIN BATHROOMS,GARAGES,ACCESSORV BUILDINGS, OUTDOORS, CRHWL SPACES, UNFINISHED BASEMENTS,KRCHENS(WHERERECEPTACIESSERVE COUNTERTOP SURFACES). IAUNDRY. UTILITY, WET 64R SINKS (WITHIN 6 FEET OF THE EOGE OF $INK), $HALI HAVE A GROUN�FAULT CIRCUR INTERRUPTER (GFCI) PROTECTION. CEC 210.8 ]. ALL FORWARD PHASE CUT DIMMERS USED WfTH LED LIGHT SOURCES SHALL COMPLY WfTH NEMA SSL7A 8. E%HAUST FANS SHAII BE S`MTCHED SEPARATELY FROM LIGHTING SYSTEM 9. LUMINAIRESSHALLBESWITCHEDWRHREADILYACCESSIBLE CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY SWRCHED ON AND OFF 10. IN fl4THROOMS GARAGES. LAUNDftY ROOMS. AND UTILRY ROOMS, AT LEAST ONE LUMINP,IRE IN EACH OF TMESE SPACES SHALL BE CONTROLLED BYA VACANCV SENSOR 11. DIMMERS OR VACANCV SENSORS SHALL CONTROLALL LUMINAIRES (E%CEPTIONS-. LUMINAIRES IN CLOSET LESS THAN 70 SQ. Ff. AND IN HALLWAVS) 12. ALLSMOKEALARMSANDCARBONMONOXI�EAL4RMSMUSTBE HARDWIRED, INTERCONNECTED AND PROVIOED WITH BATTERY 64CK-UP. CRC R314.4. R314.6. R315.5, AND R315.7 13. ELECTRICAL PANELS SHALL NOT BE LOCATED IN VICINffY OF EASILY IGNITABIE MNTERWL (CLOTHES CLOSETS). IN fi4THROOMS. 8 OVER STAIR STEPS. CEC ARTICLE 240.24 (C TO F) 14. WHERE AN EXISTING BUILDING SUPPLIES POVJER TO THE NEVJ BUILDING OR STRUCTURE (FCCESSORV DWELLING UNfn OR VICE VERSA, PROVIDE A UFER AT THE NEW BUILOING OR 57RUCTURE. THE UFER GROUNDS FROM EACH BUILDING OR STRUCTURES SHALL BE CONNECTED TO EACH OTHER WITH THE PROPERLY SIZED GEC (GROUND WIRE) LOCATED WITHM THE FEEDER SUPPLVING POWER TO THE NEW BUIL�ING OR STRUCTURE AS REQUIRED BY ARTICLE 25032(A) CEC. MECHANICAL NOTES 1. E%HAUST DUCT TERMINATIDN IS AS FOLLOWS PER CMC W22: 10 FEET FROM A FORCED AIR INLEf, ANp b. 3 FEET FROM OPENINGS INTO THE BUILDING 2. MINIMUM BATHROOM E%HAlIST FAN RATING SHALL BE 50 CFM FOR INTERMfTTENT VENT7LATION OR 20 CFM FOR CONTINUOUS VENT1LA710N. 94THROOM EXHAUST FANS SHALL BE ENERGY STAR AND PftOVIDED WfTH HUMIDITV CONTROL CRC R303.3 EXCEPTION 8 CGBSC 4.506.1 3. MINIMUM KITCHEN E%HAUST FAN RATING SHALL BE 100 CFM [CENC 150.0(0)� d. ALL EXHAUST FNNS ARE E�UIPPED WITH BACKDRAFT DAMPERS. PLUMBING NOTES 1. SHOWER WASTE PIPE TO BE A MINIMUM OF 21NCHES. CPC 408 d 2. ALL PIPING 3'4-INCH OR MORE IN DIAMEfER AND ALL HOT WATER PIPES FROM THE HEATING SOURCE TO THE KITCHEN FUTURES SHALL BE INSUTATED WfTH MIN. 1-INCH INSULATON. E%1577NG INACCESSIBLE PIPING DOES NOT RE�UIRE INSULATION. CENERGYC 150.0(J)�2) 3. GC TO FIELD VERIFY WATER PRESSURE, WATER SUPPLYAND WATER METER SIZE OF MAIN HOME AND 11PGRA�E IF THE PRESSURE IS BEIOW TOTAL COMBINE� GPM OF THE MAIN HOME AND 7HE NEW ADU SEE'A02.02' FOR WATER FI%TURE ( SCHEDULE) 4. SEWER OR4INAGE SYSTEM OF EACH NEW BUILDING (EVEN ADU) AND OF NEW WORK INSTALLED IN AN IXISIING BUIl01NG SHAIL BE SEPARAiE AND INDEPENDENT FROM THAT OF ANV OTHER BUILDING. 5. IXISIING LOTS SEWER LATERAL PIPE MUST BE FIELD VERIFIED TO HAVE SUFFICIENT SIZE TO ALLOW ADDITION OF (N) PLUMBING F�CTl1RES. AT MIN., A 4'-OL4METER PIPE CAN SERVE 4 OR MORE WATER CLOSEfS. 6. ALLUTILRVPIPESIZESANDMATERIALSARECPCCOMPLIANTAS aOLLOWS, U.O.N.' SEWER: DC" IN AB$ b. SINK85HOWERWASTE:DYINABS SINK VENT: 02' IN ABS Q WATER: D12' IN ABS VICINITY MAP '�- EXTERIOR VIEW ASSESSOR'S PARCEL MAP i�, r � � '-- y.� � I �2�: � � �` � .� 6._ _"_a .� ,.-�--�. '� ` � Q ' " �A�� 1 � ;� � �� -1�,/ ' � "t 1 � �l z � �i y � ,.:;: - , � ,m \ �' 7�- � � , - li�>^' ; ''*. t�`` "»yt�� , , ,, � C ,��a �. �� r��. '�.�_� ., � C, � , � . ., 2.:. ; __ .f ` �1` !\� 4 � {��', .. ? � /' \� � ` ._w a �kt� `.\\ ' �,1. .,. Ir ` �.�� , u � 1. .�`-1 . __ '. 11``� ' \ i� � l �. o \ �'.�w � . , �. n..�...a., o .,. I,. -_�'_.`--_ _.'__-_____---_.a.....,..-..� � � � , �� `� ✓ � � I � `: �� :.� � PROJECT KEY DATA PROPERTVAREA ASSESSOR'S PARCEL NIIMBER (EI MAIN HOUSE AREA iE) MAIN HOUSE HEIGHT zoNwccooe OCCUPANCY iEl GONSTRUCTION TYPE SPRINKLEft (MAIN HOME) SPRINKLER (A�U� (E7 PARKING AOOITIONAL PARKING WPTER HEATER TVPE /+DU FLOOR AREA A�ll MPX. ALLOWABLE AREA ADU HEIGHT ADU MAX. ALLOWABLE HEIGHT A�U TYPE ROOFSHAPE ROOF MATERIAL EXTERIOR WALL MFTERIAL CEILING SHAPE CEILING HEIGHT FOUNDATION TYPE SOIL TYPE E%TERIOR WALL FIRE-RATED ROOF EAVE FlRE�RATED 596i SF 029026190 18�3 SF R1 R3 VB No Oo E�ECTRIC TANKED 4p6 SF 1000 SF 14 2 i6'-0" DETACHE�AOU Gaeie 30 Vear Compos�uon S�iigle Hor¢ontal wood Sitling Flat 9. �., Slab VES YES SCOPE OF WORK THE PROPoSED SCOPE INCLUDES A 1-STORY, DETACHED ADU SRUATED IN THE REAR VARD OF AN E%ISTING SINGLE-FAMI�Y HOME. THE PROPOSED ADU MEASURES 406 GROSS SOUARE FEET TOTAL, WRHiBEDROOM,18qTH,1LMNGROOM,ANDiKRCHEN.ZERO ADDRIONAL PARKING TO BE PROVIDED (ADU IS WRHIN 0.5 MILES OF TRANSIT STOP V W PUBLICALLY ACCESSIBLE PATM OF TRAVEL.) SHEET LIST SHEETNUMBER I A00.00 A00.07 A01.02 A02.01 A02.02 A02.03 A03.01 A04.01 C07.01 501.01 501.02 501.03 501.06 T07.01 T01.02 SMEETNAME Cover Gane21 Notes. SymOals, 8 Prqect Information F 'slinq Building Pholos ADU Si�e Plan 8 Lot Coverage Diagrams ADII Floor Plan, Roo( Plan, 8 RCP A�U Elevations 8 Sec�ions Typiral DeGils 1 $cheCules Site Survay $Wdural Gene21 SWdu21 Pians SUudu210etails 1 swa�rai oemas z Tille 24 Energy Calculation CalGreen Resitlen�al Cherklisl Cotta e � PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME PERMIT SET 03/23/21 THIS DOGUMENT CONTAINS COTTAGE'S INTELLECTUAL PROPERTY ALL INFORMATIpN CONTAINED HEREIN SHALL BE KEPT STRICTLV CONFI�ENTIAL AN� SHALL BE THE EXCLUSNE PROPERTY OF COTTAGE. AND MAV NOT BE REPROOUCED DISTRIBUTED. OR OISCLOSED IN ANY MANNER WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF COTTAGE. y 20Y COTTAGE aLL RIGHTS RESERVED PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU HNAMIKA GOVAL COTTAGE TECHNOLOGIES INC� � /� 2525 t6TH ST SUITE 315 Y SANFW+,NCISCO CA � I i4151 23�J]15 KARUN CHLIGHASRANI PROJECT DESIGNER STRUCTURALCONSULTANTNAME STRUCTURALCONSULTANT ARASH FlROUZJAEI (CAL. TITLE 2d1 TITLE 2a COMPLIANCE CONSULTANT � NO. DATE NOTE General Notes, Symbols, & Project Information A00.01 sca�e ns ��a �aiea I....""6„ � ... ~. �:- Ilf i� �,Y �� : , � �j4 . � , �.":...;ry �JA�:.-, ' � t .aa � .�i.,� �! (�J ..:-:� � � —.. � �:^_�: . ^:., .� ��..n... .:.-�:�.- :.. , ... ..:r_-r' S . . _ , :.'.. '-',. . -� . .... . . ..... . . . . .��a. . � � ,��a. �_� . I " ��:°ryz�vs:.. q, 3 �.�(�. � � ''c��#�r^�: L . � ry�y . �'��'; ' ' , , � . x � -.: ..x"r . . .LA.r.,� � 1�� :�. � i. u �i >: �-- n n .:.-.' � - •' — _ � _�"�,_ 2 aia��ee nou �ocaro� soum wes� v�ew N.T.S. , � ,�� ;. r � - .� �� R � c , � J�I .,rg s �,,i Yg..�i;4i �,_`."�..�T- .CY s ,.�iryj��yy ',['F ...i .t. � � L` ? �� ;.}. ` �4 f`� � ' � ? �. � y'" � ��q � ~ ` : �.��ix. i}�f ��¢�tt { { �^ � �. � ' ��'- l�i�}: . � a � � fr . �_'�,._... ��#. tial �� R i ��, _"��_,�.—�-=��`�"t�`� r =�, `� ,'�';'��'`"'� � %� ;� .F �„� . �i` " x . � �� }�`. � . ��t y,�' � �,tt�.:.�.'�-. t < �.: � ° '°,p � ' ��i � - �, �� ;�� -�� ' i '� t ` . . ..,. auY . r Nt. .� � , rt�� .. 1 Planned ADU LocaOon, North Wesl Y N.T S. �� ,�� Y ,�,:..�� .` `=-�� . s� — .. -,.-- _. �, ` \ � PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU � ANAMIKA GOVAL COTTAGETECHNOLOGIESINC� � n 2525 16TH ST. SUITE 316 Y SAN F�ANCISGO CA � I i4t51�3i-3]15 KARUNCHUGHASRANI PROJECT DESIGNER STRUCTURALGONSULTANTNAME STRUCTURALCONSULTANT AR45H FIROUZJAEI IGAL TITLE 241 R�Ts�54 COMP�IANCE GONSULTANT NO. DATE NOTE Existing Buildinq Photos A01.02 scn�e ns ��d��z��+ �O� _ _... 4 Fxis[ing Main Home $outh Elevalion(Fronl) N.T.S. s� � � / , � � ,. � 3 Ezisling Home. Ded 8 Garage North Eleva�ion (�acki N T.S. LOT COVERAGE AREA-EXISTING Name � _.Area PropeM�a Lo� Cove2ge Ratlo. ExisfingGaroge 3%SF 5%75F 6.64% Exisiing Main Homa 1813 SF 5961 SF 31.38 h Totai: 22695F 38.02% LOT COVERAGE AREA-NEW Name � Area PropertyArea LolCoverageRatio FxisUng Garage 396 SF 5967 SF fi.60% Fxisting Main Home 1813 SF 5961 SF 31.38% Proposetl AW 406 SF 5967 SF 6.81% Tatal: 2fi755F 44.83% � � � I I� I ' I � I� I I I � �Sfif1 G2f2 � 396 SF I I I � I� II � Existino Main Home I � 1873 SF I � I I � � I� II � J� L— I � � � ro sed AD � 406 SF II I I II �� xisti Gara I 396 SF I m � I ! Ebstina Main Home I I 1873 SF � � I I I - I I P J I — _ — _ _ � — � L� 1 ADU Site Plan „a.._,.-0.. uywenvvuE ARCHITECTURAL NOTES 1. WATER CLOSEf E%CEE0.S REQUIREMENT FOR 30" / 15" O.C. CLEAFANCE TO ADJACENT OBSTRUCTIONS FND 24' FRONT CLEARANCE 2. WALL AND ROOF EAVE WITHIN 5' FROM SIDE PROPERTV LINE MUST BE 1-HR FIftE-RATED PER CRC TABLE R302.1�1). EqVE VENTS ARE NOT PERMITfED AT FIRE-ftATED EP.VES. 3. COMPOSRE ASPHALT SHINGLE ROOf SHALL BE USED ONIY ON ROOF SLOPES OF 2:12 OR GREATER. 4. GVPSUM BOARD SMALL NOT BE USED WHERE THERE WILL BE DIRECT E%POSURE TO WATER OR IN AREAS SUBJECTTO CONTNUOUS HIGH HUMIDT', CFC R702.3 ].1 5. WEEPSCREEDMUSTBECONSTRUCTE�ATTHEBOTTOMOF STUCCO EXTERIOR WALLS ATA LOCATION A MINIMUM OF 4' ABOVE EARTH OR 2' ABOVE PAVEDAREAS, CRC R703.62.1. 6. PROVIDE SLOPE OF 5%(OR 2%FOR IMPERVIOUS SURFACES) 4VITHIN 10 FEETOF DWELLING'S FOUNDATIONS (CftC d01.3) 7. ALLNEWROOFDRAINAGEWILLBEDIRECTEDTOIAN0.SCAPED AREA$ TO 7HE EX7ENT FEASIBLE AND NOT OMO A0.IACENT PROPERTIES. 8. WALLSINTHETU95MOWERAREASTOBEPROTECTEDWITHA NON-ABSORBENT SURFACE UP TO A MINIMUM OF 72" PER SECTION R30� CRC. 9. ALLWALKSANDSIOEWALKSTOCOMPLYWRHCBC11B�403 PLUMBING NOTES i. SMOWER WASTE PIPE TO BE A MINIMUM OF 21NCHES. CPC 408.< 2. ALL PIPING 39-INCH OR MORE IN DL4MEfER ANDALL HOT WATER PIPES FROM THE HEATING SOl1RCE TO TME KRCHEN FIXTURES SHALL BE INSULATED WfTH MIN. i-INCH INSUL4TON. EXI571NG INACCESSIBLE PIPING DOES NOT RE�UIRE INSULAT70N. CENERGVC �SO.O�J)(2) 3. GC TO FIELD VERIFY WATER PRESSURE, WATER SUPPLV AND WATER METER SIZE OF MAIN HOME AND UPGR4DE IF THE PRESSUftE IS BELOW TOTAL COMBINED GPM OF THE MAIN HOME AND THE NEW ADU (SEE'A02A2' FOR WATER FU(TURE SCHEOULE� 4_ SEWER DRAINAGE SVSTEM OF EACH NEW BUIIDING (EVEN ADU) AND OF NEW WORK MSTALLE� IN AN E%ISTING BUILDING SHALL BESEPAR4TEANDINDEPENDENTFROMTHATOFANVOTMER BUIL�ING. 5. E%ISTING LOTS SEWER LATEFAL PIPE MUST BE FIELD VERIFIED TO HAVE SUFFICIENT SIZE TO ALLOW ADDRION OF (N) PLUMBING FIXTURES. AT MIN., A 4'-DViMETER PIPE CAN SERVE 4 OR MORE WATER CLOSETS. 6. ALLUTILITVPIPESIZESANDMATERIALSARECPCCOMPLIANTAS aOLLOWS, U.O.N.'. SEVJER: DC" IN A&S b. SINKBSHOWERWASTE:DYINABS SINK VENT: DY IN ABS d. WATER: Di2' IN ABS PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU PHASES 0 New Constrvctlon Existirg [===_7 ToBaDemolisME EXISTING UTILITIES SYMBOLS E Elacbiwl Panel W WaMrMeter S Sewer/Septic C CrdwlSpaceAccess G Gas Meter WALLTYPES O^ FxtenorWall-6"(2<4Framing) `) ExlenorWall-B"(2z6Framing) <X 6ct¢norWell-63/4"�t-hrftaleC) E tenor Wall- B 3�4" ('I-hr Raled) �IrRenor Wall - 4 12' IntenorWall-612"(2-siOedPlumbing) Finish Wall - 1l4" �le) Pao.E��oR�EH,>.�ox � ANAMIKA GOVAL COTTAGETECHNOLOGIESINC� f n 2525 15TH ST SUITE 316 � Y SAN FRANGSGO. CA �, � 1 v4rser,u�o%v � 15 KARUN CHl1GHA5RANl PROJECT DESIGNER STRUCTURHLCONSl1LTANTNAME STRUGTUR4LCONSULTANT ARASH FIROUZJAEI iCAL TITLE 241 TITLE 24 GOMPLIANCE CONSULTANT NO. DATE NOTE ADU Site Plan & Lot Coveraqe Diaqrams A02.01 s�A�E As �d�� I � �e _ _ -_, 3 ADU RCP 8 Eleciricel Plan � „4�._ ,�_��. ' _—i" _ _ �.�—,iY-1 l�� --} nnI��'1 a� niFn corvnnMeo er� Eo rax MicaownvE 3'-5&B" 9'-8" �____________ ________'____________� IXfERIOR WALL � �� EDGE BELOW �'i � � ❑ I,� �I 30 VEAR COMP. SHINGLE � � � MIN. CLASS B FIRE RA"f1NG. COLOR TO . MATCM MAIN HOME — � I _ 5" / 1'-0^ 5" / t'-0" _ � . STATIC ROOF EXHAUST ❑ ❑ 4 i VENT520"Xi6"(4) � i �� FIRE RATED ROOF SOFFR n; . i INTFKE VENTS 4" X 14" (9) � � �i i .... _. . .._ � i i f �____________________________________e ' _9'-B"/� iea `� I I Living Room � I 9B SF � FIRE RAiED EAVES (REFER DETAIL ON SMEE7 A03.U1) GUTTER AND DDWNSPOUT LOCATION TO BE CONFIRMED BV G.C. DftAINAGE TO 011TFALL INTO LAN0.5CAPING WATER CLOSET EXCEEDS RE�UIREMENT FOR 30"/ 15" O C. CLEARANCE TO ADJACENT OBSTRUCTIONS AND 24' FRONT CLEAR4NCE WALL AND ROOF E4VE w17'HIN 5' FROM SI�E PROPER7Y L1NE MUST BE 1-HR FIRE-RA7E0 PER CRC TABLE R3021(1), EAVE VENTS ARE NOT PERMfTTED AT FIRE-RATED EAVES. COMPOSRE ASPHALT SHINGLE ROOF SHALL BE USED ONLV ON ROOF SLOPES OF 2:12 OR GREATER. GYPSUM BOARD SHALL NOT BE USED NMERE THERE WILI BE DIRECT EXPOSURE TO WATER OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, CRC R102.3.7.1 WEEP SCREED MUST BE CONSTHUCTED ATTHE BOTTOM OF STUCCO IXTERIOR WALLS AT F LOCATION A MINIMUM OF 4' ABOVE EARTM OR 2' ABOVE PAVED AREAS, CRC R703 62.1. PROVIDE SLOPE OF 5%(OR 2%FOR IMPERVIOUS SURFACES) VJfTHIN 1� FEET OF OWELLING'S FOUNDATIONS (CRC 401.3) ALL NEVY ROOF DRAINAGE WILL BE DIRECTED TO LAN0.SCAPED AREAS TO THE EXTENT FEASIBLE AND NOT OHTO ADJACENT PROPERTIES. WALLS IN THE TU&SHOWEft AREAS TO BE PROTECTED WITH A NON-ABSORBENT SURFACE UP TO A MINIMUM OF 72" PER SECTION R307 CRC. ALL WALKS AND SIOEWALKS TO COMPLV WRH CBC 11 B-003 LECTRICAL NOTES ALL BRANCH qRCURS THAT SUPPLV 12(tiVOLT, SINGLE PFIASE, 1SAND 20-AMPERE OUTLETS INSTALLED IN DWELLING 11NR FAMILV ROOMS, DINING ROOMS. LMNG ROOMS, DENS, BEDROOMS, SUNROOMS. RECREATION ROOMS, CLOSETS, HALLWAYS. OR SIMILAR ROOMS OR AREAS SMALL BE AR� FAULT qRCUfT INTERRUPTER (AFCI) PROTECTED, CEC 210.12�A) ALL 125-VOLT, ib AND 20. AMPERE RECEP�ACLE OUTLE75 SHALL BE LISTED TAMPEft—RESISTANT RECEPTACLES. CEC 406.12 12SAND 250.VOLT RECEPTACLES INSTALLED OUTDOORS IN A WET LOCAT70N SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WMETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTEO (CEC 4W.B (B�(1)) AT LEAST ONE 20 AMP BRANCH QRCUR SHAIL BE PROVIDED TO SUPPLV RECEPTACLE OUTLETS AT BATHROOM AND LAUNDRV ROOM. SUCH CIRCUITS SHALL HqVE NO OTHER OUTLEfS, CEC 210.11(C)13) RECEPTACLES TO SERVE KRCHEN COUNTERTOP SURFACES SHALL BE SUPPLIED BY NOT FEVJER THAN lW0 SMALL- APPLIANCE BRANCH CIRCURS, CEC 210.52(B)�3) ALLRECEPTACLESINBATHROOMS.GARAGES.ACCESSORV 6UI��INGS. OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS,KITCHENS�WHERERECEPTACLESSERVE COUNTERTOP SUftFACES), VIUNORV, UTILITV, WEf BAR SINKS (WITHIN 6 FEET OF THE EDGE OF SINK), SHALL HAVE A GROUN�FAULT CIRW IT INTERRUP7ER (GFCI) PROTECTION, CEC 2t0.e ALL FORWARD PHASE CUT DIMMERS USED WRH LED LIGHT SOURCES SHALL COMPLV WITH NEMA SSL7A EXHAUST FANS SHALL BE SWRCHED SEPAR4TELV FROM LIGHTING SYSTEM LUMINAIRES SHALL BE SWITCHED WfiH READILV ACCESSIBLE CONTFtOLS THAT PERMR THE LUMINAIRES TO 8E MANUAILY SWITCHED ON AND OFF I. IN BATHROOMS GARAGES, LAUNDRV ROOMS, ANO UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN E4CH OF THESE SPACES SHALL BE CONTROLLED BV A VACANCY SENSOR . DIMMERS OR VACANCY SENSORS SHAIL CONTROL ALL LUMINAIRES (E%CEPTIONS: LUMINAIRES IN CLOSET LE55 THAN 70 SQ. Ff. AN� IN HALLWAVS) .. ALL SMOKEAIARMS AND CP.RBON MONOXIDE ALARMS MUST BE HARDWIRED. INTERCONNECTEDAND PROVIDED WfTH 94TTERV BACK-UP. CRC R3144. R3146. R315.5. AND R315.] l ELECTRICAL PANELS SHALL NOT BE LOCATED IN VICINITV OF EASILY IGNITABLE MATERIAL (CLOTHES CIOSETS). IN BATHROOMS, 8 OVER STAIR STEPS. CEC ARTICLE 24024 (C TO F) I. WHERE AN EXISTING BUILDING SUPPLIES POWEF TO THE NEW BUILOING OR STRUCTURE (ACCESSORV DWELLING UNIT) OR VICE VERSA. PROVIDE A UFER AT THE NEVJ BUILDING OR STRUCNRE. iHE UFER GROUNDS FROM EACH BUILDING OR STRUCiURES SHALL BE CONNECTED TO EACH OTHER WfTT1 THE PROPERLV SIZED GEC (GROUNO WIRE) LOCATED WfTHIN THE FEEDER SUPPLVING POWER TO 7HE NEVY BUILDING OR STRUCTURE AS RE�UIRED BY ARTICLE 250.32(A) CEC. IECHANICAL NOTES E%HAUST DUCT TERMINATION IS AS FOLLOWS PER CMC 5022' 10 FEET FROM A FORCED AIR INLET, AND 0. 3 FEET FROM OPENINGS INTO THE BUILDING MINIMUM BATHROOM EXHAUST FAN R4TING SHALL BE 50 CFM FOft INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTIL4TION. BATHROOM E%HAUST FANS SHALL BE ENERGY STAR AND PROVIDED WITH HUMIDfTY CONTROL. CRC R303.3 E%CEPTION 8 CG&SC 4.506.1 MINIMUM KRCHEN E%HAUST FAN RATING SHALL BE 100 CFM �CENC 150.0(O�] ALL IXHAUST FANS ARE E�UIPPED WITH BP.CKDRAFf DAMPERS. PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU 'HASES o r� co�w�no� � �isn�y C _ _ _ _ ] To Be Damolshetl °LECTRICAL SYMBOLS � sanaara ouow� ow� �GFq GFCI Duplex Outlel � Standartl �uatl Outlal �GFQ GFQ �uatl Outlal '� Date Outlet $ Swikh (Li9hq � Swikh (}Way) �p SwHch (Dimmer) � Swdch(Sensor) � SvRfh (Double) OT Thermostat Q Smoka DetMor Q Carbon Monoxide De�ector NALLTYPES �+) EatenorWall-6"(7x4F2ming) XExtarior Wall - 8" (2v6 F2ming) <X ExtenorWall-fi3/4"(1-hrRa�ed) Ertenor Wall - 8 3/6" (1-hr Rated) �In�enor Wall - 4 12" Intenor Wall -612" (2-sitleE Piumpirg) Finish Wall - i/4" Rle) '. �NAMIKA GOVAL :OTTAGE TECHNOLOGIES INC� ! n 52516TH ST SUITE 31fi � Y �AN FRANGISCO CA � I at5�2��3]�5 ;ARUN CHIIGHASRANI 'RO.IECT DESIGNER iTRUCTURAL GONSULTANT NAME iTRl1CTURALCONSULTANT �RASH FIROUZJAEI ; CAL. TITLE 241 "ITLE 24 COMPLIANCE CONSULTANT NO. DATE NOTE 4DU Floor Plan, Roof Plan, g RnCP�f 4OG.OL SCALE Asindicalei C�otlaae ._...-=":_''_,,,:,,�_.::..., VJEATHERPROOF TO PLACE HYBRII WATERHEATER — C MICROWAVEVENTCOMBO — T1LE BACKSPLASH FROMCOUNTERTO �1 CA8INET 30" STAMLESS STEEL SINK — 1B" COMPACT DISHWASHER= �� ADU Section B � 1/4�._ �. 0�� • ' � � � m : � --- ��_aoe= ��-i,..��o��, \ I � � I \ ��I — � � � �I� �. � i Q C8] � �� ;- —�I � � � � . II�. � �,.��I� n ��r_�r�oi�� 1 1 � ••� \ I : � - �s�m—�.L_ - --- — — ��m T.O.R Ll B A03.01 13� - $ $�� A03.01 �� o ` �� _ _ CEILING I1 — n 9 0 , L6 II II � L1 ^ LJ 5 5�1 � . z P = P A03.01 D01 e I � __.... L2 �� . . _ F.F.L /� p, _ �.-,-v GRADE n� _ a^ 5 ADU Seetion A va , r-0 4 � ADU Wast Elevation ; „<� _, -0• ADU Easl Elevatian : 1l4" = 1•-0'• 2 AOU SaWh Elevelion ' 114•• = 1•-0•• 30 VEAR COMP. SHINGIE MIN. CLASS B FIRE RATMC COLOR TO MATCH MAIN H HORIZONTAL WOOD SIDING, COLOR TBO DURING CONSTRUCTION T.O��._R�� 13'-55I8" V CEILING n 9' _�/ F.F.L /� 0" V G E 0'-8" T.O.R � � ARCHITECTURAL NOTES 1. WATERCLOSETE%CEE�SRE�UIREMENTFOR30"/15"O.C. CLEARANCE TO ADJACENT OBSTRUCT10N5 AND 24' FRONT CLEAftANCE 2. WALL AND ROOF EAVE WITHIN 5' FROM SI�E PROPERTV L1NE MUST BE 1-HR FIRE-RATED PER CRC TABLE R302.1(1). EAVE VENTS ARE NOT PERMITTED AT FIRE-RA7ED EAVES. 3. COMPOSRE ASPHALT SHINGLE ROOF SHALL BE USED ONLY ON ROOF SLOPES OF 2:12 OR GREATER. 4. GVPSUM BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPoSURE TO WATER OR IN AREAS SU&IECT TO CONTINUOUS HIGH HUMIDITV, CRC R702.3 ].1 5. WEEPSCREEDMUSTBECONSTRUCTEDATTHEBOTTOMOF STUCCO IXTERIOR WALLS AT A LOCATION A MINIMUM OF 4' ABOVE EARTH OR 2' ABOVE PAVEO AREAS, CRC R703.6.2.1. 6. PROVIDE SLOPE OF 5%(OR 2%FOR IMPERVIOUS SURFACES) WfTHIN 10 FEET OF DWELLINGS FOUNDAT10N5 (CRC 401.3) 7. ALL NEVJ ROOF DRAINAGE WILL BE DIRECTED TO LANDSCAPED AREAS TO THE E%TENT FEASIBLE AND NOT ONTO ADJACENT PROPERTIES. 9. WALLSINTHETUB/SHOWERAREASTOBEPROTECTEOWRHA NON-A&SORBENT SURFACE UP TO A MINIMUM OF 72' PER SECTION R307 CRC. 9. ALLWALKSANDSIDEWALKSTOCOMPLYWITHCBCIIB-003 ATTIC VENT CALCULATION nmc veNr cn�cuunoN: • TOTAL ATfIC AREA = 406 SQ.Ff = SB46l5Q.IN • MIN.REQNETFREEVENTAREA=TOTALATi1CAREA/150=3B9.7fi SQ.IN • MIN.RE�.EXHAUSTVENTAREA=389.�6/2=APPROX.195SO.IN • MIN.RE�.INTAKEVENTAREA=389.�6I2=APPROX.1955�.IN IXMAUST VENT TYPE -(VENTSURE MEfAL SLANT BP.CK ROOF VEM OR E�UNAIENT 20" X i6") • NEfFREEAREAOFVENTTYPE'4X50SO.INPERUNR • TOTALIXHAUSTVENTAREA=2005�.IN INTAKE VENT TVPE -SOFFIT VENT BEf`NEEN RAFfERS (VULCAN VFS414FC OR EOUIVALENT4"X 14") • NETFREEAREAOFVENTTVPE:9X2450.INPERUNIT • TOTALMTAKEVENTAREA=278S�.IN PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU eao�EcroAeHnrro � ANAMIKA GOVAL COTIAGETECHNOLOGIESING� � n 252516TH ST SUITE 316 y SAN FRANCISCO. CA � I i41512�i3]'.5 KARUNCHUGHASRANI I ryy. aro+�o��rea s�yrqm (s�eo� e� 12 „a�,=,.-0.. 1 � , ryP.cwnmo�meas�yrgm�secionn� �, t ia„ = i._a. �, � 9 1-HR Fi2�raleG Roof Eave w/Flat Ceiling � i irz.., �._a. no�,�a� �=EE=�^��,�� F�w.LL��, 7 � �yprzGWB�alCeiliig A I 'yP�� allTansition •r , M�.,� o� � �� EA��:E� � ,T�.P � nom,so� w, n ��aroNw, ��E"A�9 ��,,,�� w.�.�,�.�� 6` Typ. Tle-taHardwood Tronshion �E��L� � Typ. Intenor Pahition �� iin••=�•-o•• � �irz.,,�._o,. K�.-�...�.�a.�.,A.�u� �r,eo� 11%� d� PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU oaa��,�EM>nox � � ., ,�� , �, �� „ „� �„ „ ,�� , TYPE D2 rrPe w� rrPe wz � �� ..� � ax.� 1 �� SCHEDULE-0ASEWORK FamiyanCiype Count lo 36039039 Lazy_Susan Comer_Base_obinet_wil�_TVYO_rotaling_s 1 heNes 14BI2'.36" Casewone-CabineFBaseSink: SB33 1 SB33 Casework-Cabinet-DaorCasewoik-Cabine�-Door 1B Casework-Cabinet-0verneatl-1Door.NA940 1 W09a0 CaseworkCabineFOaerheaE-1Door. W1B40 1 W1890 CaSeworkLabinef-Overheatl-2Door.W1440 2 W1440 casewonLat�neo-oVemeaa-z000�: wnan z wnaa Casework�CabineFOverhead-2Door.Nld322 1 Wi322 Casework-CabineFOveiheatl-BIIntlComer-RighC WBCP40R 1 W9C2740R Casewoile-CaOinei-OveiM1ead-Miaowave-Haodlnteg2ted: Genent t CaseworkLountaM1op-LShape' CasewarkCountertoµLS�ape 1 CasewoM1Lounlertop'. CaseworkGountertop 7 Counter Top-Island: 24" Dep�h - Level 1 3 SCHEDULE-WATER FIXTURE � Location FiMure Desqiption GPM BaMroom Plumbing-Faucet-Bathroom '.PunstWdesprea08atnroom 12 'Sink Faucei BaMroom Plumbirg-Showerheatl 1.B BaMroom Plumbing-ToiletS�antlar0 Floor-Moun�etlVJC 128 Kitchen Plumbing-FauceFKitchen Single-holekitcliensinkfaucal 1.8 with 7 inch pWl-out Spoul TOGI: 6.08 SCHEDULE-WALLTAKEOFF Well TYPe TYM Mark Lang�h ��. Basi[W II Ext orWall �6" ��E1 64 81/4" ' BasicWall FalenorWall-63/4"(1-hrRatetl) E1F 15'-9" SCHEDULE-FLOORING TAKEOFF Flooring Typa Area FloorFloonng-70"-Canae�e �� 235F � Floor Floonng - 10" - Tle 2320 SF Floor Floonng - 10"- Woad 356 SF SCHEDULE-ROOFING TAKEOFF Roof Type ARa Basic Rooh. Genenc - 12" 3199 SF DOORNOTES 1. ALL DOOR GLAZING SHALL BE CLEAR DUAL PANE LOW-E INSULATED U.O N. 2. HEAD HEIGHT GNEN AS OISTANCE ABOVE FINISH FLOOR. 3. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH E%TERIOR DOOR LANOING WIDTH SHALL BE 36' MINIMUM MEP.SURED IN THE DIRECTION OF TR4VEL AND THE WIDTH SHALL NOT BE LESS THAN THE DOOR SERVED. LANDINGS SMALL HAVE A 2%SLOPE AWAY FROM 7HE BUILDING. 4. LPNDINGS OR FLOORS AT THE RE�UIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1R" LOWER THP,N THE TOP OF THRESHOLD. THE E%TERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7 Y4" BELOW THE TOP OF THE THRESHOLD PROVIOED THE WOR WES NOT SWING OVER THE LANDING OR FLOOR. 5. DOORSOTHERi}NNTHEREQUIREDEGRESSDOORSHALLBE PROVIDED WfiH LANDINGS OR FIOORS NOT MORE THAN 7 3/4" BELOW 1T1E TOP OF THRESHOLD, PROVEO 7HAT THE OODR DOES NOT SWING OVER TME L4NDING OR FLOOR. A UlN01NG IS NOT REQUIRED WHERE A STAIRWAV OF NJO OR FEWER RISERS IS LOCATED ON THE EXTERIOR SIDE OF THE DOOR, PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRWAY. 6. 7EMPERED GLA55IS ftE�UIRED WfTHIN A 241NCH ARC OF EfIHER VERTICAL EOGE OF DOORS. CRC R308.42 7. XARDWARE FINISH TO BE DETERMINED. WINDOW NOTES 1. HE4D 8 SILL HEIGHT GNEN AS DISTANCE ABOVE FINISH FLOOR OR LOW POMT. 2. ALL WINDOW FRAME SHALL BE 7HERf.NLLY BROKEN, NNLFIN FPAME. U.O.N. 3. HARDWARE FINISH TO BE DETERMINED. 4. FLL EXiERIOR GLAZING SHALL BE CLEAR, �UAL PANE, LOW-E INSUTATED, U.O.N. 5. TO MEET CUftRENT EGRE55 ftEQUIREMENTS, BEDROOM WINDOW OPENINGS MUST MEET ALL OF THE FOLLOWING'. A FINISHEO SILL HEIGHT AFF 4C" MAX b. MINOPENINGOF5.75�fTNEXTCLEARAREA MIN OPENING OF 20" NEf CLEAR WIOTH 6. ALLDOUBLEHUNGWINDOWSAREOF34'MINWIDTH,W/24"MIN CLEARANCE 7. TEMPERED GLASS IS REOUIRED FOR BATHROOM WINDOWS WHERE BOTTOM EXPOSED EDGE OF GLAZING IS �fi0' ABOVE WNLKING SURFACE BMEASURED MORIZOMALLY WRHIN 60'OF SHOWER, PER R308.4.5. LIGHTING FIXTURE NOTES 1. IXfERIOR LIGHTING TO AIM LIGHT OOWNWARD TO AVOID A NUISANCE ON ADJACENT PROPERTIES. 2. UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER LIGHTING SVSTEMS 3. RESIDENTL4l OUTDOOR LIGHTING SHALL BE CONTROLLED BV A MANUAL ON AND OFF $WITCH WfTH PHOTOCELL AND M0710N SENSOR 4. SCREVJ-flASED PERMANENTIV INSTALLED LIGHT FIXTURES MUST CONTAIN SCREW-BASED JAB (JOINT APPENDI% B) COMPLAINT W,APS. JAB COMPLAINT LIGHT SOURCES MUST BE MARKED AS MJA&2019" OR HJA&201�E" 5. RECESSEDDOWNLIGHTLUMINAIRESINCEILINGSSMALLBE LISTED FOR ZERO CLEARANCE, SHALL BE CERTIFIE�ASAIRTIGHT (INCLUDING E%HAUST FAN HOUSINGS), SHALL BE SEALED VJfTH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSINGAND CEILING. SHALL NOT CONTAIN SCREVJ BASED SOCKEfS. ANDALL LIGHT SOURCES SHALL BE MARKED WITH HJA&201f EN AS SPEGFIED IN REFERENCE JOINT APPENDIX JA8 PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU / ANAMIKA GOYAL COTTAGE TECHNOLOGIES INC� ! n 252> 1oTH ST SUITE 316 � \ y SANFRANCISCOCA (J�-I iaisizszens i KARUNCHUGHASR4N1 PROJECT DESIGNER STRUCTURALrONSUITANTNAME STRLICTURALCONSULTANT ARASH FIROUZJAEI (CAL TITLE 2a1 TITLE 2a COMPLIANCE CONSULTANT � 1 ADU Key Schetlula Plan � 1/4"-�•-0•• I TYPE D3 i TYPE W E �� `� 1� LI LJ �acxw eU� TYPEW3 M1r�� TYPEW4 � � i��b �••Ni rrae os ,� �I �o o�E � � va.azxea SCHEDULE-DOOR r 000r r � �oraoon wbm He m�ad He m s n He nc ' a9 YCe �9 5 5 001 Eateriar Fre Ci F II Lght Lmng Room 6 0" 6 8" 6 8" 0 0 D02 DoarsS-nglaS ' g S Itl InlanorA � Bedmom 2-6 6' 8" fi-B" 0-0 � D02 Doors-SnglaSwngSoldlnlenorA BaUiroom 2 6' 6 8" 6-9" 0-0 � D03 DooSlitlar-SalidCloSat � Close[ 4'-0" � fi'-8" 6'-8" 0'-0" D01 BifolE-0Pairel LaunEry 4'-0' T-0" T-0" 0'-0' �� D05 DooisBifakSolitlClaset Bai�mom 1'-10" T-0" T-0" 0'-0" SCHEDULE-WINDOW '��.. NPEWS Tag WntloxTypa lomtion Wtllh Haighi OpaningArea HeatlHeigh! SIIMegh� �.. b ^ �� W"� W1 WiMovrs-SlitlerHalNeni LivirgR 5'-0 4-0" 20SF T 0" 3 0" W1-.... Nfi A xS�SlidBrHaHVen1 .. ..... BeCroo 5'-0"�� 4-0" 205F 7 0" 3-0" W2 W d SingleHung 14tche 2'-6 3-6" .9SF � 0" 3-6" . WS NfindawsSlitlerHalNenl BeEroom 3'-6 2-0" �75F 7-0" 5-0" W4 NSntlows-Slitler-HaM/ent Ba�hroom 2'-E Y'-0' 5SF T-0" 5'-0" W5 WSndowsSkylighFFaed-DeticMaunted 3'-0" 2'-6" �BSF ..... . . ..... ....... SCHEDULE-LIGHTING FIXTURE ..... . ..... ......... . ..... . ..... Tag L'ghtingType Manuhdurer Motlel Count EIeNi�alDaU Lumens Watlaga Lamp Commen�s � �1 M_Wall Lamp � Brackef: 150W -120V 2 12U V/1-150 VA 2]801m 150 W A-21 L2 PentlantLighLDisk �� 1 ��277VH-100VA �� A-19 '��.FI%TURETBDOURINGCONSTRUCTION�DESIGNER) � �� ._ _._ , .._.... .... ..._. ..... L3 CeilingLght-FlatRound:lWW-720V �� 1 120V/1-100VA 17501m 100W A-19 �' L4 Lgh6ig-Batnroom-WaIllmounteEVanilyL'ghtThreeGlobaLghl-Mcen DN0763CH 1 Electrinl 148591m 100W BuIb:100wMex DN0763CH Amessones �on�ne A r 120 �� un� ��; LS EnhaustFan-Humidiry5ensor-LghtDema�iveCombo �DeHa ITGSOHLED 1 Poxrer LED � BROANNUTONEORE�UIVALENT � Elechonia Connector 120 (Mnenns) V/1-120 VA LM. L6 Oawnlight- Remssed Can:6"-120V 7 120 V/1EO VA BSS lm 60 W A-19 FIXTURE TBD DURING CONSTRUC710N (G.C.) SCHEDULE-APPLIANCE nem cw�� SpedalryEquipmenis-Appliance-Dishwasher: 7 SpedalryEquipmen5-Dishwesher SpeaalryEquipmen�s-Appliance-Mic�mvave�. Over Range 1 Spedal�yEquipmenis-Applian�-RangellniliBumers: 1 SpeaalryEQuipmen5-Appliance-Rangallnit-0Bumers SpecialryEQuipments-Applianw-Retngerator-Fuli�. W24" I SpedalryEquipmen6-Applian�-WasherDryer-Stadced: 24" x 28" 7 Special�yEquipments-Single$wing-Glass-Shower Genenc i NO. DATE NOTE Schedules A04.01 s�A�E A� �d�� . ,�.,« SITE PLAN Address: 810 Alpine Ave City, State, ZIP: Burlingame, CA 94010 Country: USA Scale 1 ":20' N �, ,� NNJ / NE mav "f. e� W x »� E � :, vrsn " esa i � SVJ �� SE ssw sse S �� . ��h " /� �� (�O V �� .� .�ncQ eaa�ra�.im�� =d °o'..,. ��. Vicinity map �xxn niw�� n.«. awu�a,�„�. a. veai o V� ,�_�,. � �� ,�� ,;�� PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU wE��„Eoe.�,Aro� � ANAMIKA GOVAL COTTAGE TECHNOLOGIES INC� � � 2525 15TH ST SUITE 315 ` SAN FRANCISCO CA I (915) 2a'l3i15 KAftUNCHUGHASRANI PROJECT �ESIGNER STRUCTURAlGONSULTANTNAME STRUCTUR4LCONSULTANT ARASH FIROUZJAEI ; CAL. TITLE 241 TITLE 24 COMPLIANCE CONSULTANT nevivoxs I NO. DATE NOTE Site Survey CQ�.Q� SCAIE I....""6" . E .� �. ,.�.. PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU CONSTRUCTION NOTES: GENERAL NOTES IN THIS PAGE SNALL BE APPLVING TO ALL STRUCTURAL FEATURES UNLESS OTHERWISE SHOWN OR NOTED. 1. All work shall 6e partormetl m conformance with lhe 2019 Cal fomia Build ng Code(CBC2019�. 2. Struclural draw rgs. as part of conlract documencs ntl'ca�e -nformation su�cient to convey desgn inrenl i/ errors ncons slences or om sswns are tl'scovered, pmmplly nobfy arch�tect and svuctural eng neer belora proceetling w Ih work. 3. Deta Is and sched les intlicated as'ryp cal' may not be spec fically referenced an draw ngs. dete � e where each typiwl de�a I or schedule applies bebre proceeding w th ork. if mntl �ons are fountl which are not spec'fcally tletailetl.antl no rypical tletail or schedule a001 es promplly not fy architect an0 sirucWral engineer. 4. Condltions snown as existing are based on nfortnation proviaed to sWcwral engineer when tlrawings were prepared. no warranry is �implied as fo accu2cy of Ihese eaist ng mnditbns. veny feltl measurement antl cone tons rf ertors. ' ns stenGes or omssions are d scoveretl, promptly notify archrtect antl sWcturel eng neer before proceedmg w 1h wark. 5. The drew ngs schematiwily � tl wte ex st ng and new consiruclion tlue to Ihe naNre ol Ihe work. acjustments w II likely be repuiretl In the �led ro meet Ne design o6leclives. such adjushnents are pan ol the wnlract and shall be Includea in the lump sum bid. 6. Freming cronditions not specifcally shown shall be frame0 in accordance with the "Conventional ConsUuction' requirements of CBC. 7. shop drowing submittals: 7a. contractor shali 2view (or rom0leteness antl compliance with mnVact Eocuments antl stamp sho0 d2wings tlocumenting this review pnor to submission. 7.b. submit shop Orawings ro archited (strucWrel engineer) for review. tlo rrot commence faDrication until review process is mm0�eted. 7.c. shop drawings are not a part of contract tlocumenis, and review is tor general conformance wiM design intent only. archiled's (strucWrel engineer's) review Oces not constitute an au[horizalion to deviate from the contract or t�e buiitling code. 7.tl. submil shop tlrawings and calculations to governing cotle authonry when specifiwlry inGicated or requeste0. 8. �he catl draw�ng fles are the property of the strudural engineer anG wiii not be releasetl Io lhe conVactor or subconlfaCtor for Iheir use. 9. submit defened subminal Items to the architect antl the strucwral engineer for review. aker review, submit Oekrted suhmittal �tems to lhe qoveming cade aulhority br approval prior to'installation. the �ollowing is a list of deferted approval items: 9.a. coltl Iormed metal stud system, eztenor and'mterior 9.b. design-6uAd s�eirs 9.c. sVucWral ORcast framing members 9.E. prefabncated wood trusses 9.e. pre-manulactured Boor and roof joists 10. unless otherv+ise shown or noted, follow manufactureYs insfallation recommentlations for all sWctural protlucts usetl on ihis project. 17. wntractor shall inlorm the designer ol any all modifcations ro tne arawings as required andlor requiretl by inspactor and/or any govern ng a9ency. 12. contractor agrees that he shail assume sole and complete resDonsib lity for Ihe job s fe cond f'ons Our ng the murse o( o sl ct o ol ihis prqect, 'nc�utling safaty of all persons and pro0erty' Ihat th' qu�rement shail apply ont nuously antl no[ be I m ted to nortnal work'ng hours: and ihat the conlractor shali tlefentl. indemnify and holtl the owner and t�e englneer harmless from any and all liabillty, real or alleged. m connection with the pertormance of work on this project, excepting for iia0iliry ansing hom the sale negligence ot t�e owner or ihe engmeer. 13. any opening. ho�es. cuts or disconlinuities �ot shown on lhe sWctural tlrawings antl eztending into or through strucWral elemen(s require the prior approval of the engineer, and may require special structural detailing. 14. contractor shall be responsible for locating all undergrountl utilities. all damages shall be repairEtd at the coniraclor s expense. 15. drainage sys�ems, vrateryroofng antl piping are not pan ot the strucmral v�ans ana snall �e eesignetl by oMers as requires. STRUCTURALSTEEL t. Sieel shapes shail conform �o the Following (U.N.O.): 1.a. WiCe Flanqes ASTM A992, GR 50 1.0. Miscellaneou55hapes ASTMA36 (i.e. channels, angfes. etc) i.c. Standard, Extra strong pipe ASTM A53 GR.B 1.d. Hollow struclural seciions (HSS) Square or rectangular ASTM A500 GI2.B �Fy = 42 ksi) RounO /15TM AS00 GR.B (Fy = 46 ksi) 1.e. Plaies, bars ASTM AJ6 Except as in moment frames whlch shall be ASTM 992 GR.50 2. All bol�s shall Confortn with ASTM A307 ezce0<<or Sfeel-to-sleel connecfion5 which shall con(orm wilh ASTM A325N. Anthor b01t5 shall Conform wiN ASTM A36. 3. All work shall be performetl In accortlance with Ihe latest edilion of AISC specdications for tlesign. fabriwtion antl ereciion of sVucWral steel for bu�ildings. 4. Weltl�ing shall Confortn with the latest etlltion of the AWS specifcations. use E70XX electrodes. All weltling s�all De continuously �nspected by intlependeni inspector approvetl by building Department. 5. Ali steei members connec�n9 to or supporting wood Iraming shatl ha�e Si8' tliameter Ihreaded stutls at 2a-inches on center ryp. U.N.O.. atlached with a 3/16' (Ile[ weltl all a:-ountl (mm�. CONCRETE 1. all concrete work to conform to cbc chapler 19. 2. perform concrete work in compliance with aci 30t. 3. Drovide normel weight aggregates of natural santl and rock wmOtying with aslm c33 (aggregate size). 4. pmv�tle portlantl cement conforming to astm c150, rype i�. tlo not use concrete or grout contalning chlondes. 5. provide nortnal weic,ht concrete145( pcf) wit� proven shnnkage characleristics rwt to exceed 0.0596 for fountlation, 0.045! for convantionally 2inforced slabslbeams walls and columns. and 0.04% for posi-tensionetl slabslbeems. atta n ng min mum compressive strengths at 28 days (fc) as follows, unless rwted olherwise Sa. connnuous (ootings 3000 psi 5.b. spreaG fooungs 30�0 psi S.c. slabs on grada 3000 psi fi. sWmp not lo ezceetl d(+/- 1) inthes. tor slab on q2tle walls, slab on metal Geck and suspended slaDs slump not ro exceed 4" (�0' 1') nches. n t ints unless detaileE otnerxise. Uwrou h clean 7. pro de keys n w s ruc4on �o g y . remo e ia ta ce antl Ihwoughry wet anC remove sUntl ng wa�er n mnstruclion jo nts bBfore placing naw conCre[e for honzontal construction joints ihal are nol keyetl, the surtace shall be Ueaned and roughenetl �f antl where roughening o( surfacas �o expose eggregate l0 1(4 inCh ampliWde IS requ red expos ng clean aggregate solitlly embetlded m Ihe mor�ar mainn. 8. the Iocafon and pmtection of existing utili6es is the respons bifty d lhe mnUaclor. ihe Wnt2Cfor shall nOUfy ihe engineer R ut I ty pipes run U�rough, a wiNin 24' below any new concrete mnsuucnon 9. pipe or tlucts exceed ng one M7d the sia� or wall Nickness shall no[ be placetl -n sUucNral concrete unless specifically aelailed. 10. pipes may pass ihroug� structurel wnaete in sleeves, bul shall nol be em6etlded Iherein. 11. mainlain concrete ahove 50 degrees (ahrenheit anA in a moist cantlitwn lor a minimum ot 7 days aRer placement unless otherv�ise accepted by strucWral engineer. REINFORCING STEEL 1. Provide reinforcing steel and reinforung steel to be weltled fAmplying wiM ASTM A706, Gratle 60 steel. Reinforang at fou�ation. sla� on grade, and all ties may be ASTM A675. Gratle 60 unleu rwletl otherwise per pians. ASTM A615. G2de 60 reinforcing may 6e use� in lieu of ASTM A706 reinlorcing as pertnitled by ACI 318. unless noted atherwise. 2. Lap reinforcing steel at splices to the followi�g minimum lengths, unless notetl otherrvise (applicable to 3,000 psi, narmal weiqht coricrete only): Bar size top bars olher bars Bar size top bare ot�e� bars tt3 2'-4" 1'-10' #S T-9' 6'-0' #4 3'-1" 2'-5" #9 S'-9' 6'-9" #5 3'-11' 3'-0" #10 9'-t0' T_7'. #6 4'-8' 3'�7' xii 70'-11' 8.5. #7 6'�9' S'3" 'Top bars' aR horiZontal Oars wil� moB t�an 12 inches o( concre�e casl helow bars.'Other bars" are honzontal bars wHh iess than 12 inches of wncrete cast below �ars antl all vertical bars. Splice lengihs indicate� above only a00�Y when clear Eistances beRveen reinforcing steei. inclu�in9 splicetl reinforcing sreel. are 2 bar diamelers or g2ater. Increase splice lengths by 43% if clear tlistances are less t�an 2 bar diameters. but never less ihan min mum clear tlistances indicated below. 3. Minimum clear distances between reinforcing steel, inclutling spliced reinforcing steel, shall �e 1' or 1 bar diameter, whichever Is greater. 9. Minimum Contrete mverage'. aintain �he foliowing minimum tlear di51dnce5 helween reinforcing sleeland face ofconcrete unless notetl otheiwise: slabs on gratle cenler of slab concrete Celow 9rade. lormetl 2' wncrete below gratle. unfortne0 3' 5. Chairs or spacers for reinforcing shall be plaslic or plastic coatetl when restin9 on exposed surtaces 6. Install all �nserts bolR. anchors, and reinforCing bars antl securely tie pnor to pladng concrete. ANCHORBOlTS 1. anchor bol(5 5hall be A307 sieel. wiih an acNal diame�er Of 5/8" antl Shall be t2" long minimum. Em6edment Into concrete shall be 7' minlmum. 2. Each anchor bolt shall be attachetl to mud sill piate with an steel plafe washer ot 3"z3"x01S. 3. Maximum spacing is 48" o.c. unless notetl olherwise. Two 6oILs mrnimum each piece ot mud sill plate. 4. Anchor 6olts shall be minimum of 6", but no more than 12" hom each en0 of �he sill piale. 5. Anchor boits may be substiNteO by epozy anchors ot equal diameler, an0 installation shall follow appro�ed ESR report. HOI�OWNS 1. Holdown locallons shall noi be SCaled oR of the founeation plans. [hey 5hall be located 6y close evalualion ol architecWral floor pians, shearwall plans, and t�e f2ming plans. 2. For all holtlown installations, wntractor shall refer ro mawfacture/s specificallons for embedment, extra rebar, coverage an� other requiremenls. EPDXIED ANCHORS t. Where eFwxied anchors (reinlorciny bars or a�l-Ihreaded rods) are caiteA lor in �he s�rucWral drawings. Ihe epOxy u5e4 Shall �e (he Simpson AT-XP �ESR-2508j. Instail per manulacwrers rerommentlations. 2. Only non-rebar-cutting dnll bi�s s�all be usetl :o tlrill hole5 in ezi5ting tonCrete. Care is ro be taken when driiling holes so as not to cut any existing reinforcing. 3. Dnll holes shall be cleanetl o( concrete tlust and tlebris using either a nylon brush antl a vacuum. or a nylon DNsh antl oil-free compressetl air. 4. Minimum distance from center line of bolts embe�detl in epoxy 9routed hoies to edge of enisting concreta s�ali be 212". ROUGH CARPENTRV 1. Provitle WCLIB orWWPAgrade marked �ougias Fir structural IumOer. Provide air dry lUmber wi�h a 19°o m m0isture CAnfenL Moisture cOnlenl may be measuretl �us� prior lo placemen� �in sWCWre. 2. Proviae structural lumber of Ne following classifcations and grades unless notetl omerwise�. MEMBER GRADE Rakers antl loisls Na. 2 4� beams, heatlefs and sifinget5 No. 1 Beams, heatlers antl stnngers larger than 4n No. 1 Pos�s No. 1 Wall sWd antl plates No. t Blocking Stud Grade 3. ireat SlrucWral lumber bearing on ConCrele or ma5onry wilh preserva�rve complying w�l� CBC 2303.7.8 Piovitle fne-treatetl lumber complymg with CBC 2303.2 where intlicatetl on Ihe archi�ecNral plans. Provide �ot tliOPed galvanizetl hardware per ASTM A153, stainless steellasteners antl haNware mnnectors perAS7M A123 at O�eservative Ireated and fire treaced struc[ural lumber. ExcepVon: Per CBC 2019, 2304.9.5.7, plain wrbon steei Nasteners in 58%/�OT and zinc borale preserva6ve-treated wood in an intenor, tlry environment shall De permitled. 4. Preservative Ueat all structural lumber in compliance with IBC 2303.7.8. Provitle AS7M A753 hot tlipped galvanizad or stainless steel fasteners antl hardware connectors at Oreservative IreateA structural lumber. Exceptbn: Per IBC 2078. 2304.9.5.7, Plain carbon steel fastenero In SBXiDOT arW zinc borate preun2tive-veate0 wood in an -ntenor, Cry e enl shall be permineE. 5. All nails unless ndicated otherwise, are common na Is w th dimensional propert es complying wiN AFBPA NOS Table L4 and ASTM Fi667. Install nails in wmpliance with CBC Chapter 2J including Table 2304.10.1. 6. Provide wood hardware connactors as manufactured by Simpson Stronq-Tie Company, Inc. comptying with ICC-ES Evaluation Repon Nos.: ESR 1622. ESR 2105, ESR 2236. ESR 2330, ESR 2549, ESR 2551 ESR 2553, ESR 2555, ESR 2604, ESR 2673. ESR 2616. ESR 2330 ESR 3050 7. Oo nol wt or notU sWctural �umber unless specificalty detailed or indirated- 8. ProviEe holes for hotts 1/32'to il16' larger than nominal bolt diameter. Provide A307 6olts, uniess noted otherwise, wil� stantlartl cut washer u�Wer bolt heatl antl nut Provitle standard washers under heaEs of lag screws. 9. Re-tigh�en bolts prior to application of sheal�ing, plaster, etc. 10. Pmvide laleral support for beams, raXers and jolsts as stipulated in CBC 2308.85. Floor joisls deeper than 8' shall have blocking or bndginq at 8 Feet mawmum on center. 11_ Woods�uds: 71.a. Top plate of stutl vrells shall Ee 2 pieces same width as studs. Splice as indicated. 1 t.b. Prwide stud wall bracing in compliance with CBC 2308.9.3 in stud walls not plywood sheathetl. 11.c. Provitle fire blocks in compliance with CBC 718. 11.d. Notch or 6ore holes in wootl stu0s'in compliance with CBC 2308.9.10 and 2308.9.71. 11.e. Provide double joisis under partitions whic� are pa2llel to joisis and provide solitl fu110epM blocking under partilions which are perpentlicular rojoists. �aminata multiple jais[s togethar with (2�ifid @16' o-c. Ihrough each jaist. 12. Mud sill, waod �n direct contact wiN concrele and other mem6ers locatetl within 8' of finish g2tle shall be Oressure treated Oouglas Fir Larch. ENGINEERED WOOD i. Engineered lumber. Including TJI pre/abncaletl wood joists �1CGESR-1153). TJI nm board jICC-ESR-7387), timberstrand LSL �ICGESR-1387). Microliam LVL (ICGESR-1387�. and Parallam PSL (ICGESR-1387}, shall �e by Weyerhauber or approved equal. �inslallation shall be �in (ull acWrtlanrR with manufatNrei 5 retommendalions. 2. Pa211ei Strand Lum6er (PSL) shall be 2.OE Parallam PSL arW nave [he following minimum allowable desiqn stres5es: E = 2.000,000 psi Fb = 2.900 psi Fv = 290 psi Use Wolmanized PardOam �n areas subject to moisture. 3. Laminated Veneer Wmber (LVL) shall �e 2AE Microllam LVL and have the following minimum allowable design stresses: E - 2,000.000 ps� Fb = 2,600 psi v = 285 Psi d. Laminated St2ntl Lumber (�SL) shall be i.55E Timherstrantl LSL antl have fhe following minimum aliowable design siresses: E = 1,550,000 Osi Fb = 2.325 psi Fv = 310 psi SHEATHING 7. Provide plywootl complying with DOC PS t and classifed as Exposure 1. Each sheet of olywood sha�l 6e identifed with appropriate Vademark of the Amencan Plyv.�ootl AssoCiation. 2. Roof sheathing shall be 15i32" APA with a span raUng of 24/0. unblockeG. wi tOd common nails Q 6' o.c. etlge 8 boundary nailing antl 1�tl common nails @ 12' o.c. (elE nailing. inslall with face grain perpentlicular to rafters. 3. Floor sheathing shail 23/32" APA rated Sturd-6Floor with min. span raUng 24. unblocked (U.N.O.). Provitle tOtl common nails @ 6" o.c. edge nailing, and 10� common nails @ 12" o.c. feld nailing. GWe ro Floor joists 4. tJnless otherwise specifietl in a shearvvall schadule or on the drawings. a�l eatenor walls shail �e coveretl by sheathing ot 15/32" APA CDX � with sDan ra6ng 24;0 exposure 1, nailea with 10d @ 6" o.c. panel edges and @ 12" o.c. feid. 5. O58 sheathing is not accepta0le lor 11oor sheaihing. 6. Floor anA roof Sheathing panels shall nol Ge less �han 2d' inches wide, unle5s ail edges are wii�ly blocked. 7. Floor antl roof sheathing shall be installetl wilh ihe face grain perpendcular to framing members below. stagger the atljacent Oanels by 4 feet. 8. The sheathing paneis shail be installed such Ihat ihere is an 1/8' gap be�ween panel edges ro allow for possible swelling an0lor expansion. 9. Observat�on visits to site by feltl representallves of architect and structurei engineer do no� inGutle review of ConS�ruction means and me�hods orspecial and continuous inspeCtions. observations are solely for Ihe purpose of determininq if contractor unaerstands tlesign Inlent conveyed in wntract documenls. observalions do nol gua2ntee contrattof5 petfortnance and are not IO be mnslruea as Supervision ot mspeciion of mnsttuction. DRAWING INDEX: S1 GENERALNOTES S2 STRUCTUR/1L PLANS ' S01 STRUCTURAL DETAILS �� SD2 STRUCTURAL DETAILS PARTIAL STRUCTURAL DESIGN DATA i.SEISMIC �ATA A.Building occupancy wte9ory : II.Standartl B.Impohance factor I:1.00 C.Soil sile class �. D.tlefault soil profile. D. Prqect selsm c des gn category � D E.Seismic force res'sting System : light Iremetl walls 5heal�eA with wootl slNctu21 panels 21e0 for shear re5istance w sieel sheeLs F. R=6.5. n=2.5 G.Spactrel respanse coeKcient 51=0.83 SD5=7.67 H.Seismic design rategory : E I.Base shear coeKaent (Cs-ASD) :0.17 2.WIND OATA A.Enposure : 8 B.Enclosura : Enclosed buildinq C.Category: II �. W Intl speetl : 91 mph E.Mean roof height :9 R 3.LIVE 8 DEAD LOA05 A Floor LL : 40 Osf � 14 psf DL (HARDWOOD) B.Roof LL : 20 pst- 15 psf DL tSHINGLE) C.Walls �. Ex. walls t8 psf (STUCCO) IN. walis 11 psf GEOTECHNICAL DATA: NOT PROVIOEO. 2019 CBC TABLE 2304.10.1 POOF BIOCking bBlween CBil�ng �oists. �afters 13)&1 wmmon Toenail eacM1 entl or irusses lo lop pla�e or olher haming j2)gp wmmon Toena eech entl eeiow (2)i6ticammon Entlnail Flal blocking �o t antl we0 `Ile 16d common a 6 Face nait Ce r�q,o sts w rov o�ate ('s)etl wmmon rce�a i eacn jois� Ceiling pists a�lacnetl ro parallel rallarineel�amt��TaMea� Ta�1e230B].9.1 Farenail Sectan2lOB.l � t � Collar tie io rafler ..(3j104 <ommon Faca naA Ralter or roof iruss ro lop pla�e �3)10 wmmon Tcenail (c) (Ta01e antl seclion 2308.].5) ftool raners lo ndge valley cr hip (3�� rommon Toanail raRers� or rool raller to 2'ridge �eam _ WALL sma io swa isa wmmo� za� o.c �ace nan (no� at b�aced wall panelsl Slutl lo s1u0 anE aDulling sl�ds � t imersacung wall wmers 16d common t6' o<. (ece nan (atOracerl'rallyanels� co�u�oo�s neeae� io swa ea�aa �nmmo� roe�an Top piate �o �op pla�e i6tl common 16" o.c. face nail TOV p�ale lo top plate. �(8)160common Fece naA atentl joints . BOVom pla�e to �orst. rim joist. EanE joist or Clo Jcing 1&tl wmmon � 6" o.c. iace nai� (no� a� brace0 wall panels) eovom o��e co io�si nm ias�. Dnntl�o�sloreiockmgat (2)t6ecr�mmon t6-oc Iacenail bracetl wall panels Stud !o lop or pottom plale (2)16c common EM nail Tnp or botiom plate to s�ud (2)i6e mmmon End nail Top piales, laps at mrners antl (z1�6o wmmon Face nail �n�erseclions FIOOR Joisl lo sill. lop plate. or girder (3)8tl wmmon Toenall Rim pist. benU lo¢lor Olocking lo top pla�e. sill or vUer 8tl common 6' o.c.. tcenail Gaming Oe�ow r.5'suonoo�o�iessmeacnio�si i2�mmmon Facena�i 1'su�lloor �o lois� or girtler (2)t6tl common Face nail Joist to �and lo�sl ar nm �oist (3)16d common Entl nail enagmg or �lacking to lo�st �21gd common Each ena, ratter ur vuss toenail WO00 STRt1CTURAL PANS. SUB FLOOR, ROOF AND INTERIOR WnLL SHEATHING TO FRAMING AND PARTICLEBOAR� WALL SHEATHING TO FRA�11NG�a� 3I9'-1:2' 6tlwmmon 6'eCge 19t32'-3�a' edcommon �2-imermeEiate ]:8�-114 �Oticommon supports SHEAR WALL SCHEDULE: A M S � SHEARTftANSFER MARK SHEATHING ��, EDGE ' SILLPLATE ALLOWABLE '�. NAIL LPATE NA14 SHEAR CLIP : ANCHORS SNEAR�pI� D85i jf1 '� �j� 15/32 Sh Mmg ...� 10tl @ 6" � fi O.C. A35 (o� 2d, `�8' X 7T ...... 310 '.. �� ' � a �� 4010 Moorpark Ave, �� /r�'•, 15/32' Sheathing . 70d Q 4' 1� i A35 Q iC ;`�8' X 12' 460 Suite 101.San Jose,CA � 2 •. @ 4' O.C. �.. ,. � g�_p• ,L� � __._ ---- - - - � ._ . (415)254-2634 �.�, ;/ 3��, 15J32' Sheath�ng 10d aQ 3' I� 360.C. � A35 @ 12' ,..... 5!8'z �12' 6� ..... eRnin@dmSdeSi9nIIp.CAm Q . . , . STAMP: �I � i6d �,�, . ... 5l8" X 12' . I%�� 15t32' Sheething '; 10d @ 2• A35 Q 9• ', ��i.. 770 1° . I C�I r o.c. �. (� r-e" �.. i.,�., _ _ , _�-_. _ , oPaaFESSr� l ��. ' h �in �. 0 LTP4 12" ....'... �, P.:PS�' T 15/32 S eal g � SDS255 0 @ , 5/8' X 72' � �.'... j� 5�. Both Sitles . 10d @ 3' . 3" O.C. BOTH SIDES I. 1'-0' 1200 ��,.... y� �' �. � � $Y r� �am,v z ' �. � `� o8:.wrz2 � 75f32' Sheathing �Od 7 SDS25500 I� LTP4 @ 8' '�. 5/g• X �2• �,�q� �� 6��, � Both Sides . � . Q 3' O.C. ��.. BOTH SIOES : g• r� ��rm .! � � �'occaVeo�r SHEAR WALL NOTES: 7. ConVactor shall review all rypiwl shear wall wnnection details prior to start consWction. 2. Shear wall sheathing shall be 15132" W. cc or better plywd. wf all edges bbcked and naile0 per lhe shear wail schetlule. 3. Typical fasteners� 10tl common unless otherwise noted. nails exposed to the exterior shall be galvanizetl. feld nailing is 10tl Q 12' o.c. 4. Itp4 can 6e used insteatl of a35 s�ear clip. 5. Freming: 2x d.f. ryp. @ 16' o.C. 6. Framing at adjoining panel edges shall be 3' nominal or wider and nail shall be staggered where spaci�g Is 3' or less on center. 7. End nail studs to sill plate with (2) 20d box nail instead of (2) 16d common nails. 8. If new anchor bolts "requiretl at ezisting foundation. provide 5!8" x min. 72" embeamenl inro axisting concrete epoxietl anchor bolts s0acing shown at shear wall schetlule. provide 3'x3'x7/4" plate washer. 9. Contractor to ven(y the existing plywood edge nailing. type ol plywood used antl spacing on exisUng anchor bolts In filetl. 10. Speaal Inspedion by ins0eclor requiretl for �oitl tlown installatron into exlsting tountlanon. 11. Special inspection is 2quiretl for siructural woo0 shear wall components with nail spacing closer than 4' oc per cbc 1705.71.2. HOLD-DOWN SCHEDULE: I T ._... ....... _..-. ._ �,PE SDS CSREWS ANCHOR BOLT I '�, IN WOOD POST IN NEW FOUNDATION �'�. HDU2 ��. 6-SDS 1/4'X2.5' I SBSIB"X24' �� HDU4 �10-S�S tl4'XZ.S" �.. S85/8'X2d' ��'�... HDUS .. 74-SDS 1/4"X2.5' �I 585/8'X24" , HDUB ': ZO-SDS 1!4"X2.5" � 587I8'X24" � HDU71 ��30-SOS t/4"X2.5"_ I. S81'X30' _ HOLD-0OWN NOTES: ANCHOR BOLT � i • IN NEW FOUNDATIOf! Si8' DIAMETEj� W/12' E.M.B. PA9 $IB' UNDERPIN CONCRETE PA8 5�8' UN�EF}bIN CONCRETE � PA6 718` UNDERPIN CONCRETE ��, .�. .. . PA61" � i UNDERPIN CONCRETE , 1. A11 hoWown an<�or �dts �in e �ing wncrete bundahon shall be em�eOCed �n epoxy grout tlnlletl M1oles. provitle sp¢ea1 insce«�on per itt repOn. z. Tne epoxy usetl snali be me s�mnson al�xp 3. Minimum disWnce hom center line of bolts embetled �in epory 9routed halas to etlge of xisti�ry concrele shall be 2 1l2'. 4. Pil Mola-�owns shoula be connectetl �o min. 3' Ihickness membe�. ABBREVIATION: E.N. EDGE NAILING B.N. BOUN�RY NAILING PT. PRESSURETREATED E EXISTING N NEW S.S.W STEEL STRONG WALL S.W.S SHEAR WALL SCHEDULE O.0 OPCEN7ER A.B. ANCHOR BOLT U.N.O UNLESS NOTED OTHERWISE BT.W BETWEEN S W- SHFAR WALL S.A.D. SEE ARCHRECTURAL DRAWING C.S.B CONTINUOUS STEEL BAR E.M.B EMBEDMENT MAX. MAXIMUM MIN. MINIMUM T6B TOP AND BOTTOM N.T.S. NOT TO SCALE S.O.G. SLAB ON GRADE W U W a' � Q U O � a Wr^ V Q �L 1� O U W a U Q LLJ Z Q � aZ Q J � � � � m SHEET TITLE: GENERALNOTES REV: DATE: REVO OS/03/2021 SCALE: DRAWN BY: R.M. JOB NO: AMS85 SHEET NO: S-1 cno�Ec.aaEHrnmry � ANAMIKA GOYAL COTTAGE TECHNOLOGIES INC. � /� 2525 16TH ST. SUITE 316 y SAN FRANCISCO. CA � I 4t5123]-3i15 � KARUN CHl1GHASR4Nl PROJECT OESIGNER STRUCTURHLCONSULTANTNAME STRUCTURALCONSULTANT ARASH FIROU2JHEI �CAL. TITLE 241 TITLE 24 COMPLIANCE CONSULTANT � NO. DATE NOTE Structural General 501.01 sca�e � � � P� �;_. 1 2 A B A B A B SBYB'%1<' ..v�i 5'-1�t' SBS'B"%2a' � 1 ,_, � �I b l w'� � $ 'A4� O.0 EACII WAY�W6iE. ��d . � sno ouii.a.nAeaia�. g � � 6 ��, .. oCrc w�iH NO F NES d 3 3 S0.],:� �� ^_��' SBSIO'l(]<' � �� ! I sa�.x2n. r — � � e�' '� la; 5 �I I y . ��. � .._. — _I_—i._. F � spa S'GOM:wtlt>lwd �tm-c;w.pk SB5�0"X1a' - /��8"OGlACBM�WAVWER WY9nN0/iaMiL. iEft�a' S65i9'%3�' OWJN ROCK wffH NO FlNES II � i I l Z : �—�--- � ses;a-xz, � ses�n�xza� FOUNDATION PLAN NOTES: 1. ROOF RAFTERS U.N.O. : 2x6 O.F. N0.1 @ 24' O.C. 2. CEILING JOISTS UN.O. � 2X8 D.F. N0.1 @ 24' O.C. 3. HEADERS U.N.O.: 4x8 MAX. 6' SPAN 4. ROOF SHEATHING SHALL BE 15132" WITH A SPAN RATING OF 24/0. UNBLOCKEO, w/ 70d COMMON NAILS @ 6" O.C. EDGE 8 BOUNDARY NAILING AND 10tl COMMON NAILS Q 12" O.C. FIELD NAILING. INSTALL WITH FACE GRAIN PERPENDICULAR TO RAFTERS. 5. ALL POST TO BEAM AND BEAM TO POST W! PCLEPCZ CONNECTION 6. STUD WALLS�. 2X4 @ 16" O.C. MAXIMUM TOP PL4TE 10' 2X6 @ 16" O.C. MA%IMUM 70P PLATE 14' HOU2 � HDU2 �R� � � — _— a8 t — — — — � � — _ _ — — � =II— HDU2 MOR25TSON � � NDt12 �OSTSaxd Ir— — — \�9R� — — — — • �B 0D `-------- Q� • HOUI nDu2 _ _ — — _ — — — � — _ _ — — — — — z � — — . Ncuz � nouz CEILING PLAN 1 �I Houz �� '-�+�' Nouz I I ___---_---__j-- _ I . . 1-I � ... 91— 7F --_ —_—_—,:.--_--�o � � _'_ II II SD : —_--_ — —�— � --__ MDUZ � ._.... . SO-Z .� HDU? _________ _ ___ —__ � � f E — —_-------- 1___—_____ _ b� - SE'}�SO-3 � a < '� m � o . _ _--------- i ---_—_ _ � z .soz. .. w ...__ . _ • "' 50.1 _ �--------- ��__—_--_-- . �a HCU2 � n � � � HDU2 _____ �_„---I— __—_—_ n �__soz_ __ _____—_—_ _____—_ ___--_—_—_--�_______'__—_ .� z., __—___—___—_i_—__n/�c vouz u — �- — — — — Nouz g'.0. ROOF PLAN AMS Design 4010 Moorpark Ave, Suite 101,San Jose.CA (415)254-2634 a rm in@amsdesignl I p.com STAMP: cE°,rs�"°°"�"��, .. �� "o'ersoiiz �� CIV �� a�,F�� W QL r � O f Z U w a � U Q W W � Z Q vi � � N J Z � Q J p O � ¢ � U � m W O � a SHEET TITLE: PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU Pao,E�.owrex.4.�o, � FOUNDATION & CEILWG & ROOF ANAMiKAcorn� P�N COTTAGETECHNOLOGIESINC� �� n 25251fiTHST SUITE310 _i qAN FRANCISCO. CA i 1512a'!.3%15 REV: DATE: REVO 05/03/202� PpE��EOeY .. .._..___ KARUNCHUGHASRANI PROJECT DESIGNER STRUCTURALCONSULTANTNAME i STRl1CTl1FAL CONSU�TANT SCALE: ARASH FIROUZJAEI (CAL TITLE 24'i DRAWNBY: R.M. rir�ezacomPunNcecoNsu�raNr JOB NO: AMS85 SHEET N0: qE�,s,o„s S-2 NO. OATE NOTE Structural Plans SO�I.O�L SCALE I....""6" .. � �_ ' _. �r. �. PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU HOOK oEiniuNG A OR G FORN.44,pS94 � Y� � OIMENSION � �T� IXi a6. p). p613tl O O O O.. � D. • g, �,� q, , _¢. � q'� 2¢ p b 90• A OR G '�� OR Y gmm. � ` D=FINISHED INSIDE BEND DIAMETER �z �z s �z s Z � � � m � � m �R S�ZES � � Z m � Z � � Z STANOFRO HOOKS STI0.FUPTIE HOOKS F� E tv � w i i �' � i <�, M. e5 . �o .. .__ C 0 0 ❑ o 0 o sae �e . . � � 90' . . � �tas• . . . � t35• . . Sc e� aa .rs xio rii ede �o � = NOM1i rvn1. BPR �IPAtETER . .... .... . .. . _...... DIMENSIDNSOFSTqN0AR0 �IMENSIONSOFSTANDARO STIRRUP HOOK (TIE BENDS SIMILAR) SEISMIC STIRRUP/TIE 5� +eo•�ooHs.aucw�es _ 90 roo�s��crunes B� y�. �� iJ5'SEIS\IiCHOOK /ORB J O AORG 0 SIZE � � AO0.G p�G PPPRO%M SIZE D AOAG � r � ��Q � 216 APPROXM . . . #6 8' a' 3' 8' J' K3 .. I 112' �' . . 4' 3 1R' k� 1 12' 4 1,0' 3' . . . ..... . . ... .. . . a 1tY' J- p5 T 5' 314' � 10' 31�4' .... ra .. z� s irz� rca z a ur r ... .. . ra a• � s� a vx' r-o� a in' M 2111' fi' S 1IZ J 1<' i5 2 1IY 5 I? 3 y0' y� 10" T 5 1l4' I''1' 5 1:1' K6 a IR' t'-0' ]}'6' a I? 66 11rz' I La• J t:Y pg -- - - B" 6' � � E a] Strz' 1'-1' 9' Sti<' � St�i' 9" 51;!' pg f'.g' 911P t. 91,T it 10 T k8 6' �'-0" 101/�' 6" M8 6' t01iC' E a10 1'.5" 1'-I IN" tOYa•...... t'-i0' 101a' ...... . . .. . ... ... . . . ....... ...... . NOTESEEACI]18.tiBJtBR.td. .... ...... . . .. ..... . 9 REINFORCEMENT DETAIL SD-1 SIMPSONPJSATOPENING , WIDERRIANB'-0' � � Ri ise MiH. �noo ix� iae .. _.. FOR EA 2' O: A��ITIONPL HEADER DEPTH� �1�4xTHRUSTUD�IlSE �. � . .. (1) Rr THftU STt1O5 �i OPENING WIOER THAN 6'-0'I W/SIMPSON nJ5 �OPANOBOTTOAI N 2� WlN00W SILL NhERE � .. . OCCURS I2)2r S LL Ai OPEN NG W DER THqN E-0' 2xSTUD5�t6"O.C..U.NO. - 2%EACH SiDE nn10 CONT. PLvwp SNiM , ' • �.i'i W;16tl�1To.c.EPCH. SIDE STAGGEft � ... . . z o .�.... ��. .. _.._ ;� .� . �r_Li � WIOTH SM1E NS STUO WIpTH � SO110 BUIID�tIP � � IATOPENINGSUP '- . TOG-0"ONIYI HEAOER (SOL�D.BUILT UP PER SCXEDULE ll N.O ON PtANS) _ z•*R�MMER HEADER SCHEDULE . (2�2RTRIMMERATOPENING WI�EFTHAN6'-0'1 Op�N�^G MIN NOM1IiNALHE4�ER'D' " t6d�12'oc ST>GGEft Yn0THA4LY. NON�BEFRING . BEARING .. _ 4'-0. �' b. . . . e'_0^.. ... g- .... B. ��. 8'-0' d" 10' ,o-0� ,a- �z- ,z.o� ,r ,< 8 TYPICAL STUD WALL FRAMING @ OPENING DETAIL SD-1 scue ; _+' .. . . ?f' ZQ' Itlp9 , FOOTING PEINFOFCEMENi '�. �� N I SINGEL BAR RAINFORCEMENT I� ' ; VERTIGll BEND 1�175 I3' . 2i ..... . _..__— __. ..._ ...____— __ Wail REINFORCEMENT II I MULTI BAR RAINFORCEMENT � FOOTING&WALL CORNER SD-1 26' � � — _.......___..._ � 1+5 I I' ii OOIIBLECONTINlIWSftOOF i��l ��N110U5L518Wi9LOCKING WIFTER w! EOGE NAII NG I { MIN. W12 BEYOND OPEN�NG L . ._...'�, � _._—...� _.� . . wWGER � , �UBlE1.<nEnOER '• ' OPEN � --. .-. . _ .li� ��`�—__... _... ...... ........._.. _"__.. .. . �._. T—� ._._. .. . DOUBLECONPNUOUSROOF �� 2%BLOCKING RAFiER w/EDGE Nn0.�NG . . . . .. . 4 OPENING IN ROOF OR FLOOR SD-1 h KiNG STUO FULL HEIGNT �. � 2XBLOCNING EN EY CMSTCI65iMPABOVE 8 BL W OPENING SEE PLAN FOR . OPENING IENTIRE S W.� SHEARMATERIAL ��. �� IXBLOCNIrvG III � BEARING WNlLS AND PARLITIONS ♦ nlLCwnBLE B�RED NOLE EO e Of STUO WIOTH ONLV WHERE EACH BOREO SiU� iS W UBLE� PROVI0E0 NQT MORE iHTN TWO SIIGH SUCCESSIVE STl1OS ME BOREO nLLOWnBLEBOREDHOIE i anaovaHrs*uo � . 5 OPENING IN SHEAR WALL SD-1 scue�;-�-�,�. !u0.u�BEARiNG PpRTrt1pN5 I �- ALLOW/.OIECUTORNOTCH �EPTH IN 4C°b OF WIOTH / S8' MIN. E�GE CLEARANCE � � NOBORE�HOLESLOCATE��SAME OF STUO WHERF CUT OR NOTCHEO 5!8"MiN EDGECLEIRANCE W w ' a�wwne�e cur oa rvorcn oea.H is zs°x oF sruo wioTM � WXERE HOLES aRE OVER i;3 PLPTE WIDTHUSEGi. � 12'x16GAnt]' NO30NED HOLES LOCAiEO . LONG EACH SIDE W�(51 Btl FACH END qi iHE SanE SECiiOH Oi THE STU� WHERE CUT CR NOTCH � 2 MIN OIM W,NO 00.1LLE0 t�OLES 90ROER HOLE 1 I%16 0 M4X. IN NOiCXES OH SLOt51N fME AREA 9EARINGWALL23+iCMANIN . L�] , U.I , l.'] rvOrv�9EAFIrv� WAIL � " p ors . .➢ .... . ..... ..... .....�....... ' '.. . ..� . - / - S'8' M1IIN EDGE CLEnRaNCE ' .. �6 � . � � � . _ .� r . . . ]±B' MAX. (�y lOAO DEARING W LLL � � . �,. . . � . .. .. .. . . ... . / • '. • . 1'1Y16';gNON�BEARiNGWNLL � O - � � 0 � • 0 • D� � " " p � Mq% vOTCN OP ___— 2x5TUD5(qlt6'OC pRiLLE�MOLE GOM6iNEDaLLOwn5LEu0iCNi5 PEFMtTTEDI5iD�81 ��K��NESIXTHDEPTHOFMEMBER NOTE-HO�ES NOTCMES FNO SLOTS ARE NOTTO BE LOCATE� ONE 51%!n OF ApJPCENii0UN50UNDORL005EKNOTSPREFERREOLOGITIONOF RAFTEROEPTM NOTCH �S AT TpP OF MEMBER. s CUTTING,NOTCHING & BORING SD-1 r o� �- o c. u� -�q ro. sv,me,.e sne�� wa i Pnre s Pa� SW cN�a� Pinns �. NAIL SPpGING PFR i; STRUClU0.EPLArvS � --- ' La'MN.FROM � m • FIRSTROWOFNAItS I 'i {: ` � GEMERIINE �IB'MM.FROM , � OF PLv 90.K. CENTER OF PLv BRK. .. NO�nE: Sperz panal etlgee'� incT. FBCuca � � s g beiween ne ol rw�s as rwcessary lo 1 Rary d Su99R� Naih at Par.ei Top 6 mamh � m M 19tinUi Irom plywootl Bd.lan E48� 2' or ]" O C Nav�ng Fm �^ei e0pe5 b m�n�miie WY�4 V�e1 tear SWCNraI S�ear Wail Panels Gc SWclurel 3 SAEAR WALL NAILING SD-1 AMS Design 4010 Moorpark Ave, Suite 101,San Jose,CA (415)254-2634 a rm i n@amsdesig nl I p. com STAMP: .eot�ss;�� °;��Sy��F :4� �� TiyC 09130/22 S9� C'� � � �CAI�F� �L.� Q � � O U CL SPLICF @ CL SPLILE @ IOWER PLATE UPPER GLATE d'-0' . (3�16tlEACN5I�E SIMPSONSiI] SIMPSIXJ OF SPLIGE EACH SIDE MST126 .. .. . _ � _ . ..... _ . . e.,....... __�..._,........ F .. ... /, . .:�:-.�.. ......: '- W ♦ _ J �ee � +e o.�. U PROVIOE STII� BELOW SPLiCE z MINIMUM TOP PLATE SPLICE DETAIL TYPICAL SD-1 415iCA0 U.N.O aLnN5n50CCURS , \ \ - � FLUSN9E4M __..... . 1 .... _.._... . TOP PWiE ' POST SEEPLAN STUOS . FLUSHED BEAM C OF STRPP 8 FpCE OF POST �� MSTC40 U.N.O. UPPER PIAtc' A$ OCCURS _ _. ♦. ...._. __'___.. . .. _.� ��. ."—` _ 1 TOP PtATE � OWOPP'ep BEAM PLVWD. E N snos ` � � � KINGSLUO POST, SEE PLAN DROPPED BEAM � BEAM STRAP SD-1 LL� Q � U Q W W � Z Q N � Z � Q J o O 2 a � U � m W Q � a SHEET TITLE: STRUCTURE DETAILS REV DATE: REVO 05/03/2021 SCALE: DRAWN BY: R.M. JOB NO: AMS85 SHEET NO: SD-1 aa0�[[rcni[rvrnnory � ANAMIKA GOVAL COTTAGETECHNOLOGIESINC� ` n 2525 16TH ST. SUITE 316 � y SAN FR4NCISCO. CA � I �415i 23]-3ii5 KARUNCHUGHASRANI PROJECT DESIGNER STRUCTUftAL CONSl1LTANT NAME STRUCTURALCONSU�THNT ARASH FIROUZJAEI iCAL TITLE 241 TITLE 2a COMPLIANGE CONSULTANT NO. DATE NOTE � Structural Details 1 S0�.03 SGALE iCottaga '; SnEAR WlLL� �. PER PIAN S SIAB w�m �t8' OC FACH WqY WHERE OCCURS 2. P T SiLL PLATE t E� :.. . . .1 , : . I f �- �� . � � �_..1.�: . ',. i� . . . � 1" 5! N� n' �HAIN ROCK i , ( v 10 Mll. VOLYEiHYLENE ' FPOR BARRIER 121 aa (— ; aa�:POC ., , � MIN.fS' -- UNO � INTERIOR POST FOOTING IN SLAB ON GRADE SD-2 SHEAR W/LLL �xirn.s oe.sws 'ERP�" MA%. J'O.C. JX3%;PLATE J%C P.T SILL PL�TE W' COrvCRETE 5 O.G lA0(dl8'O.C.EACNWFlY � EXPANSION JpINT , - min - ��K'{ E.N a TNOPE �1WAT FROM �—. - -'- --- — � ---- ESTHUCTUFE � I a _. .. - , ( � � . . • , .. q� . A f0 A11L. T STNO TH�CKENED SLAO VOLYETHYLENE a' OFAIN ROC� PPORBARRIER . (2p4�ONGITUOiNhL i8 0 WOOWELS(d�iB'O.0 ` (NOTliE�UIpECIi �/ N��IB'OC StAB NND RG AREPOURED MONOLITMICALLVi � 15' 6 EDGE OF SLAB ON GRADE SD-2 SHEAa4YnLL PER PIAN 'e%� aA.B parS.W.S Mn%. 'DC. v' CONCRETE S O G w�xf ��8' O.L EACH WAY 3%9Xa PL1TE I � "2V m�n . .. �%a�T SILLPLATE _. ` �E N .____ 'a SLOPEAY/ATFROM � � THE SiRU(:TURE . 1 �... . . _) • � .. Y SAND A 10 MiL ao�vEmr�EHE roanirvaocrc _ i�a<�oHcrtuortu� VIaGOR BARRIEP iOPANO BOTTOM aa DOWELS �.y te' 0 C � ng �e' O.C. INOTftEOUIRE06 f SLi9 /+ND ITG AREPOURE� MONOLiTHiC�LLYI - t5' . . 5 EDGE OF SLAB ON GRADE SD-2 SIMPSON ST11151��C�ST) `8 N B N. LftU2BZ FOO: RN:fER PER PIAN ROOF SHEATHING I �l�l' I� PER%.AN � � il i� J�� ' RIOGE BE�M vEpa�w 4 TYPICAL RIDGE BEAM CONNECTION SD-2 ROOFSXEATHING PERPLAN � � 2X@2C'OC. 'MSTCCpSiRAP RPOOFqAF�i�ERPEH iVP U C.N ON PLqN '� Z / 1 �. I} Ig ,�- , ,- � -_ _ _ fS�OGE BEAA1 GER PL4N ' ' ��Si CnP KirvG POST / I I iHVE0.iE�PC2«BCCOiu�.trvCnP � V CEILING BEHM OR HEApER GER PLAN �-� 1 \ 3 TYPICAL RIDGE SUPPORT SD-2 �. i9 �a' O.0 ROOF RAFiER PEF a�nN wiHua � aooF sHenTMiHc PER PLqN � (9��NP SA.O . c BN. � ... , ..- --- ,, ` - E � GEILIrvCJO15TPEH '/ , A35PERS.WS paH 3REAVEN'000 ' T%OOUBLE ERPLAN ..i OPPLATE � �X;gt6'OG.LOHD �� BEARINGWALL SHEHR WALI � PERPL�N , gEAMIHFAOER . , WHEREOCCURS 2 SHEAR TRANSFER SD-2 2ra0UTRIGGER ROOFSHEATHINGPERPLAN EN. �24 EN . . � ,_, .� . . -., .. ,.,.. .. . ,. �. ' i .. ftOOf Rt�FfcR �� E��..� PERPIAN �• vERpGE RNFiEA '\� qJ5 PER 5 W 5 " '! 2x OOUBLE TOP PLAiE SHFPR WALL ER PLAN 2+lEDGER w!{2�5�535�� TO EACN Sit1D _i. � -- , � � , BAL�OOrvFRARiE �-"-� .— . i�i � i STUDWALL*YF � l�BLOCKING CEiLiNGJOIST ��g]ti'O.0 H�WSHFNGEH.IYP. � SHEAR TRANSFER @ GABLE RAKE ROOF S D-2 AMS Design 4010 Moorpark Ave, Suite 101,San Jose,CA (415)254-2634 a rm in@amsdesignl I p.com STAMP: ..... . . �ot:ssiw Wpo�t�'� � y � �s� u�:: oei�orzz 9r�..ciGi� �• � � CAL�F� W U � � O U F Z J U wU > - aw LL� � Z^ Q N J Z � Q J O O� U � m � � a SHEET TITLE: STRUCTURE DETAILS REV DATE: REVO 05/03/2021 SCALE: DRAWN BY: R.M. JOB NO: AMS85 SHEET NO: SD-2 PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU vrzoJE[rM�ErvrnnOx � ANAMIKA GOYAL COTTAGE TECHNOLOGIES INC� � n 2525 15TH ST SUITE 314 y SAN FRANCISCO. CA � I (A15)2�7-3715 KARUNCHUGHASRANI PROJEGT OESIGNER STRUCTURALGONSULTANTNAME STRUCtt1RALCONSULTANT .GRASH FIROUZJAEI (GAL TITLE 24) TITLE 24 COMPLIANCE CONSULTANT NO. 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Vone ol iXG FHVEIpPF - H[R5 vFniFKw�qN Maliry�mm,un`imi.Imfionla��l xoM1n..w.svarwm�nw�.�iun eundxqcn.e Le.Mp <rmso ot c uir:! � equrM n/a U] M 0) .wmiro• ��.i x.u�ew.,� oM ��.�n -� WlWle ... I'n ��+ S.r.� n eu�all. ��re �ia .. g tonNuniLer. � e.e xW. o. , H . tel�-me. ..xs...�n..�b 11[fuFmn.fe� ir nr�.� wh.�l B [v rrnn. . .n�vroa . aicmn-.n.e i(19�.ux�' epa �eren�ei.ull�=t •�s��i (f0.TiICATE Oi (YIMMWNCE 61X�VRfO1f Prqe[tHame:DEf4CHECADJ UI[ulaYonD�l<Kme:20210i-IST1314.1?L].00 �Pa{e9o19� CalculatwnDexrlpllan: SFP InprtRleName:IJ53-Cetlpe � Bu�I��.��Kerne.riM19 e a Cu-.i uli�.pXj au[MEMTa�r ia e.�uiate a:iJ.m�.t CArdshF��r�uilae ... . [^I.• •n ..,. Coi'ri�le 2a zort c4�zs 1]�.eb �o . . � .n¢.�a,wr.�.d��.�o�i �w �ei.��. iE55 Pulumnvnl? 11' (L..15�0 G^ San�Jose, CA 95"Jt 65�-3'a-ng4 IA� f .e.arere a aC .weia.. .v c«u e.<r..won�ei Ilw:�o-,n K ..�ec.v� �.rvm �.. ✓ AfdSh F�fa�2ldp .. • ,-..• j�." . Cal Trtle 24 02021�C4�25 1�26:�'0 �2455 Au[umnval? �r �, ]600 �San h�u. CA 95' 31 r650-3E�-T/84 ��f ❑ C�.ne�ws�uvCecEa.i. � .� su� . u�e, �.-�.�� .<<.��e . f.a n�or.xa..� .,....i �w.. ��W�. 1 / , +1+�nHnwwewr.na �r� ��ea.. �y M1 .mn�.r� ��'��"~'" g no�x��. �, �.,.��«rt tieF..,�.,a.�. —_---- tAuu�-C�-��[Y�eeniv arEi.t,�v.e �:xe�mo+�� f_ .,..f.A {w� . �.�tlu<.5 i.ttlli PATINO RESIDENCE 810 ALPINE AVE, BURLINGAME DETACHED ADU PaOJECrqviENinlax � l+NAMIKA GOVFL COTTAGETECHNOLOGIESINC� ! n 2525 i6TH ST SUITE 316 �l � SAN FRANGISGO. GA 141512Ji3ii5 � KARUN CHl1GHASRANI PROJECT DESIGNER STRUCTURA�GONSULTANTNAME i STRUCTURALCONSULTANT ARASH FIftOUZJAEI iCA� TITLE 24) TITLE 24 COMPUANCE GONSULTANT �'. NO�YDATE NOTE Title 24 Enerqv Calculation T01.01 sca�e � ttaBe „ , �� t Comqk� w�m camou¢. venmrnana eW�IOM �naw2tnhnurts Na rrnulre fieW nvMt atl/or �eNloibn T � reN�al MEM1S mee untler tM1e wperlYonala CB.apprortG MEPS wwqn. I0) 14bbwbryixa9omnor�eamart5peaalRaurtsYa-+mDelov I PATINO RESIDENCE � 2019 CALIFORNIA GREEN BUILDING CODE BURLINGAME RESIDENTIAL CHECKLIST New resideniialbuildings must be designed to+ndude the Green Building � Mandator Meosures s eci ied in this check(ist. These Green Buildin Y P f 9 Mandatory Measuresalso app/y to additions or alterationsof exisYrng residentia! buildings whichrncreasethebuilding'sconditionedareo,vo/ume,orsize. Theserequirementsapply only to the specific area of oddition or aiteration. 2019 CGC §301.1.1 Permit Number: ProjectAddress:810 Alpine Ave, Burlingame, CA Green Building Measure Plan Sheet, And details Duct insulation: minimum (R-6) required. 2019 CEC §150.0 (m) 5 e5 Duct leakage testing:5% with airhandler. 2019 CEC g150.0 (m) 11 Yes Water heating: 120 volt, 20 Amp receptacle < 3 k., Cat II� or IV vent, condensate drain, Yes and gas supply line capacity of at least 200,000 Btu / hour. 2019 CEC 4150.0 (n) Third-party HERS verification for ventilation and indoor airquality. 2019 CEC 4150.0 (o) YCS Maximum U-factor (0.58) for fenestration and skylights. 2019 CEC §150.0 (q) es INDOOR WATER USE (2019 CGC §4.3) TheeffeRiveflushvolumeofwaterclosetswillnotezceed1.28ga1/flush. 2019CGC§4.303.1.1 YES For dual flush toilets average two reduced flushes with one full flush. TheeffeRiveflushvolumeofurinalswillnotexceed0.125ga1/flush. 2019 CGC§4303.1.2 Maxi mum flow rete for showers shall be 1.8 GPM, at 80 psi. 2019 CGC 44.303.1.3 Maximum flow rate for lavatoryfaucetsshall be 1.2 GPM, at 60 psi. Z019 CGC §4.303.1.4.1 Maximum flow rate for kitchen faucets shal I be 1.8 GPM, at 60 psi. Can temporerily increase to 2.2GPM,butmustdefaultbatktomaximumflowrateofl.BGPM 2019CGC44.303.1.4.4 OUTDOOR WATER USE (2019 CGC 44.4) Residential developmentsshall submita California Departmentof WaterResources' Model WaterUseEfficien[Landscape(MWELO)checklist. d719CGC§4.304.1 Yes ENHANCED DURABILITY AND REDUCED MAINTENANCE (2019 CGC 44.406) Annularspaces around pipez,electriccables,conduitsorotheropeningsin sole/bottom plates a[ exteriorwalls,shallbeproteMedagainstthepassageofrodentsbyclosingsuchopeningswith Yes cement mortar, concrete masonry, or similar method acceptable tothe enforcingagency. 2019 CGC 44.406.1 CONSTRUCTION WASTE MANAGEMENT (2019 CGC §4.405) Recycleand/orsalvageaminimum65S�ofthenon-hazardousconstructionanddemditionwaste. Yes Thisisnotapplicabletosoilandlandclearingdebris. 2019 CGC§4.408 BUILDING MAINTENANCE AND OPERATION (2019 CGC §4.410) Anoperetionandmaintenancemanualwillbeprovidedatfinalinspection. 2019CGC44.410.1 yes Forbuildingswith morethan4multi-familyunitrprovideforrecycling. 2019 CGC §4.410.2 FIREPLACES (2019 CGC §4.503) Any instal led gas fi replaces will be direc[-vent,sealed-combustible type. 2019 CGC §4.503.1 AnyinstalledwoodstoveorpelletstoveshallcomplywithU.S.EPANSPSemissionlimits. N�A POLLUTANT CONTROL (2019 CGC §4.504) At the time of rough installation, during storage on the cons[ruction site, and until final startup Yes of the HVAC eq ui pment, all duct and other related ai r distribution componerrts openi ngs will be covered with tape, plastic, sheet metals, orothermethods acceptable tothe enforcingagency to reduce the amount of water, dust, ordebris that may enter the system. 2019 CGC §4.504.1 Adhesives,sealants,andcaulksusedontheprojectshallfollowlocalandregionalairpollution Yes orairqualitymanagemerrtdistrictstandards. 2019CGC 44.SOM1.2.1 PaintsandcoatingswillcomplywithVOClimRs. 2(TJ9CGC44.504.2.2 es Aerosol paintsandcoatirgswill meetthe Product-weigh[ed MIR limi[s for ROC, and mmply with percentVOCbyweightofproduc[Iimits,Regulation8,Rule49. 3)19CGC§4.504.Z3 Yes Documen[ation shall verifycompliance for VOCfinish materials. Z(719 CGC §4.504.2.4 Yes CarpetsystemswillmeetCALGREENtestingandproduc[requirements. 2019 CGC§4.504.3 Yes Green Building Measure PlanSheet, And details WherernsilientftoorngislnStalled,ailea5t80%ofthefloorarearzceivinqresilientflooringwill Ye5 compfywiththeCaliiorn+aGreenBwld�ngCoeiereGuiremerits. X714CGC§4.504.4 Hardwaadptywood,partrcleboard,andmediumderts8y#iherboanicompositewoodproducis r(eS shadi compay with the (aw formaldefiyde e mresioie standards. 2�19 CGC §4.544.5 INTERfOR M06TURE CONTROL (2029 CGC §4.505) Arapillaryhreakwillbe.inztaflediFaslatrongradefoundationsystemisused. 2019CGC§4.505.2 yP5 Bullding materials with visible signs o1 water damage will noc be installed. Wali antl floor kammg wdk not be enciosed when the frammg mcanbersexrxed 19?6 moature content. Yes Nloisture contentwilt beverfiied poorto tinish materi al being applied. Repiace wet rnsulaiion prode�c[s, or allow t+� dry before endo3are. 2Q19 CGC ¢3.505.3 �NDOOR AIR 4UAU1Y ANO EXNAUST 2014 CGC §4.506 Exhaust fans that are ENER�aY STAR mmpieanl, dutted antl that terminaCe outside the huitdrng willbeurovidedineverybathroanlbat'�tub,shower,prshcrroer%tubcom6oJ.2D19CG<4d$06.1 Y�'S Unless f u ncci oni rtg as a mmponent of a whole -house ve rt4i lation system, tans m mt be rontrolled bv a humidity control, 2019 CGC 44 #,1 ENVIRONMENTALCOMfORT (2019 CGC 44.507) The hestfng and air-canditnoning system will be sized, designed and have their equipment Yes selected uscng the sollavnr+g mett�ods Heat Los5l�at Ga�nvalues in accorqance �vith A N 5�/ACCA 2 Manual J-ZOlfi or e q ual„ Dvet syste ms are sized accordi ng to ANS IfACCA. l, P�lanual D-2016 or eqw��atertc; Select heating and coolirg equroment �Maccordar.ce w;th aN54'nCCa 3, Mar.ual5-2014 or eq�iva'ent. 2019 CGC yG.507 INSTALLER AND SPEGAI INSPECTOR QUALIFiCATlON {2019 CGC §702) NVaCsystemins.allerswillbetra�nedartdcertiiiedinLheprope: �nstaliatior.ofHVAC Yes systertn andequiprrent by a rerognized L•aining/eert:fication progrem. 2019 CGC §702_1 When required by thc eniorcir�g agency, shall empluy Spccaai Inspecfors 2019 CG §702.2 Yes VERIqCATION {2019 CGC 4703) URo n re��xP 5t, �E�i fIC3219� DfCOmplidrtfR W iifl ,Ivscode may �ncl Uafeconstruct�o n cia�+rneeits, R lans, spe�i(Katiorn,buil�erari�statlercertdw:ation,inspe�ctiQnreports,oro4hermetho�lsaccep[aWe�a Yes the BuildingDi�,isixrtat will sfiowsub5tan0alconformance �x=thihe 2019 Cod? req�iirements. Y�15 CGC 4703.1 Responsi6le Designer's fleclaration Statement Contractors Declaration Statemern Ihere6ycertitythatihisprojecchasbeenoesignedto ihere5yczrtify,asthebuilderorinstaller,underpermit mie[thcreqwrernerbuafth�2U13GreenBu�lding tts[�dherein,tkiatlhupao�ec[�aillbete�nstrucer_+dto Cod e. meet t�e req u4rements o# the 2Dt�J �ir��n 6ui I di n� Code. Name: Arash Firnuz;aei Name- Address. 523 Brooks Ave Ad6ress� City/State/ZipCode SanloSe,CA Qty/State/ZipCode Signature. �_� j=y��yu- ��. Signature: aaze: q4/25/Tf721 Raxe- 810 ALPINE AVE, BURLINGAME DETACHED ADU aao,e�.o��r>no� � ANAMIKA GOVAL COTTAGE TECHNOLOGIES INC� � /� 2525 16TH ST_ SURE 316 ` 1 SAN FRANCISCO. CA l (915) 23]-3�15 KARUN CHl1GHASRANI PROJECT OESIGNER STRUCTURAL CONSl1LTANT NAME STRUCTURALCONSULTANT ARASH F'�ROUZJAEI ICAL. TITLE 2<1 TITLE 24 ��OMPLIANCE CONSULTANT �� NO. DATE NOTE CalGreen Residential Checklist TO�I.OZ SCALE I....""6.. , . �E_. .r�. .�.n. Specify which sheet includes the Measure, and add specific details listing where the measure is locoted on thot page. Indude exact code sections on p/ans.