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Home My WebLink AboutReso - PC - 2024-05.13-9CDoc rSign Envetope iD: DAB7b3BGo194-4225-97E6-88A5708882C2 Planning Department City of Burlingame WHEN RECORDED I\IAIL TO COI/MUNITY DEVELOPI\i ENT DEPART[,4ENT CITY OF EURLINGAI\,IE 501 PRIfuIROSE ROAD BURLINGAME CA 94010 2024-030197 4r19 pm 06/'1112024 R1 Fee: NO FEE Count of Pages 4 Rocorded in Off icial Records Counly of San lllateo Mark Church Ass6ssor-Cou nty Clork-Recorder lli lilrrrlllllllrlllll llllrrllllril lllllll llr lll*$R000347221"5* Resolution No. 2024-05.1 3-9C 925 HOWARD AVENUE APN 029-235-010 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy of the document it purports to be, the original of which is on file office. Date: [,1 24.2024 ITY 'lME ATED rrUI.tE r b o Ruben Hurin, lnterim Community RECORDING REQUESTED BY] 2*u++- ,i l RESOLUTION APPROVING CATEGORICAL EXEMPTION, COMMERCIAL DESIGN REVIEW, AND FRONT SETBACK VARIANCE RESOLVED, by the Planning Commission of the City of Burlingame that: It is further directed that the County of San Mateo a certified copy of this lution recorded in the official records of Chairperson I pFAi1_ 3 t,r,ffi hereby certify that the fo Planning Commission , Secreta ry of the Planning Commission of the City of Burlingame, do at a regular meeting of theby the following vote; regoing resolution was introduced and adheld on the 13th dav of Mav. opted 2024 Secretary WHEREAS, a categorical Exemption has been prepared and application has been made forCommercial Deslgn Review and. Front Setback Variince tor erterior iacaoe chanoes and a flrst and *e9L.d, ?lg.ry qdditign to an existino.gommercial buitdinq (office use mZoned MMU. Cooeland park properties, propertv ownei AFN: o2SZGIlif- WHEREAS, said matters were heard.by the Planning Commission of the City of Burlingame on May 13.2024, al which time it reviewed and considered the staff report and all other writtEn materials andtestimony presented at said hearing: Now, THEREFoRE, it is RESoLVED and DETERMTNED by this ptanning commission that: 1. On the basis of the lnitial Study and the documents submitted and reviewed, and commentsreceived and addressed by this Commission, it is hereby found that there is no substantialevidence that the project set forth above will have a significant effect on the environment, andcategorical exemption, per cEeA section 15301 - rxiiting facilities, class 1(a) of the cEeAGuidelines' which states that interior or exteribr alterations involving sucn ttrings as interiorpartitions, plumbing, and electrical conveyances are exempt from EnvironmenLl review, ishereby approved. 2 91d Commercial Design Review and Variance are approved subject to the conditions set forthin Exhibit "A" attached hereto. Findings for such Commerclal Design Review and Variance areset forth in the staff report, minutes, and recording of said meeting. g?s_EowARp 4yE - REso 2o24-{'5.13-ecAYES: gg!!4 oro, xonat,IowExrxaL PFAFF, SCHTID, TSEI{OES: NOi{E ABSENT SHORES RECUSED; NONE EXHIBIT "A" Conditions of Approval for Categorical Exemption, Commercial Design Review, and Front Setback Variance 925 Howard Avenue Effective May 23, 2024 Page 1 that the pro]ect shall be built as shown on the plans submitted to the Planning Division date stamped Aptil 19,2024, sheets A0.00 through 44.02; that any changes to the size or envelope of the building, which worlld include changing or adding exterior walls or parapet walls, shall require an amendment to this permit; that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Divisron or Planntng Commission review (FYl or amendment to be determined by Planning staff) i that prior to issuance of a building permit for the project, the applicant shall pay in full the Public Facilities lmpact Fee (final fee amount to be calculated based on the fee schedule in effect at the time the building permit is issued), made payable to the City of Burlingame and submitted to the Planning Division: that demolition or removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or Clty Council on appeal; that the applicant shall comply with Ordinance 1503, the City of Burlingame Storm Water Management and Discharge Control Ordinance; that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at the time of building permit submittal, as amended by the City of Burlingame: and 10 that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONOITION: 2 3 7 8 9 ,1. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 6. EXHIBIT "A" $:;jltg" of Approvar for categoricar Exemption, commerciar Design Review, and Front setback 925 Howard Avenue Effective May 23, 2024 I l' that prior to scheduling.the framing inspeclion the proiect architect or residential designer, oranother architect or residential deJign professionali siatt provide an architectural certiflcationthat the architectural details snow-n in tt " "ppiJ,^A design which should be evident atframing. such as window .rocations. ana rayi'Ire-Iuirt as shown on the approved prans;architecturar certification documenting t aring .ompr,"nce with approved design sha, besubmitted to the Buirding Division befo-re tn" n,Lr rr"riinJ i;p;.;"$"ri;; "1i""ir,"0,12 that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height ofthe roof ridge and provide certification orin"t n"ighi io the Buirding Division; and l3 that prior to final inspection, Planning Division staff wilr inspect and note compliance of thearchitecturar detairs (trim mater;ars. winoow type. eic.j to verity that the project has been buirtaccording to the approved planning anO Building plans. 02 / 28 / 2021ISSUEPROJECT NAMEPROJECT ADDRESSDATESHEETTITLEHISTORYAPN #FA JOB NO.CLIENT4/19/2024 2:46:20 PM3A0.00COVER SHEETCOPELAND PARKPROPERTIES04.19.2024925-927 HOWARD AVEBURLINGAME, CA 94010COMMERCIALDESIGN REVIEWRESUBMITTAL029-253-01019-009COPELAND PARK PROPERTIESPHONE:CONTACT:E-MAIL:PROJECT DIRECTORYSHEET INDEXARCHITECTFELDMAN ARCHITECTURE+1 (415) 856 - 90281648 PACIFIC AVE, SUITE BSAN FRANCISCO, CA 94109BURLINGAME, CACOPELAND PARK PROPERTIESANJALI IYERaiyer@feldmanarch.comPHONE:CONTACT:E-MAIL:OWNERCOPELAND PARK PROPERTIES+1 (650) 342-0002800 AIRPORT BLVDBURGLINGAME, CA 94010ERIK KOPPLerik@copelandpark properties.comPHONE:CONTACT:E-MAIL:STRUCTURAL ENGINEERSTRANDBERG ENGINEERING+1 (415) 906-24381511 15TH STREETSAN FRANCISCO, CA 94103JOYCE FENGjoyce@strandbergeng.comPHONE:CONTACT:E-MAIL:SURVEYORALCON ENGINEERING+1 (650) 308-52281125 BYRON STRETTPALO ALTO, CA 94301STEVE DEVICHalconengineering@gmail.comPHONE:CONTACT:E-MAIL:MEP ENGINEER / ENERGY CALCSMHC ENGINEERS INC+1 (415) 512-7141 x 814150 8TH STREET,SAN FRANCISCO, CA 94103TOBY LEEtobylee@mhcengr.comPHONE:CONTACT:E-MAIL:LIGHTING DESIGNERLOISOS + UBBELOHDE+1 (510) 521- 38001500 FERRY POINT, SUITE 201ALAMEDA, CA 94501ABE SHAMESONabe@coolshadow.comA0.00 COVER SHEETA0.01 PROJECT INFOA0.05 NEIGHBORHOOD PHOTOSA0.06 PROJECT RENDERINGSA0.07 REVISED RENDERINGSA0.09 MATERIAL PALETTE EXTERIORA0.10 CONSTRUCTION BMPSTS1 TOPOGRAPHIC SURVEYA1.10 DEMOLITION SITE / ROOF PLANA1.20 SITE PLANA2.00 DEMOLITION PLAN - LEVEL 1A2.20 FLOOR PLAN - LEVEL 1A2.21 FLOOR PLAN - LEVEL 2 / LOWER ROOFA2.22 ROOF PLAN - UPPER ROOFA3.00 EXTERIOR ELEVATIONS - DEMOLITIONA3.01 EXTERIOR ELEVATIONS - DEMOLITIONA3.10 EXTERIOR ELEVATIONSA3.11 EXTERIOR ELEVATIONSA4.00 BUILDING SECTIONSA4.01 BUILDING SECTIONSA4.02 BUILDING SECTIONSDESC. DATECOMMERCIAL DESIGNREVIEW08.01.223 PLAN CHECK RE-SUBMITTAL 04.19.243RECEIVED CITY OF BURLINGAME CDD-PLANNING DIVISION 4.19.24 REVISED ABBREVIATIONS A AB.ANCHOR BOLT ABV.ABOVE AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL A.C.AIR CONDITIONING ACOUST.ACOUSTING AD.AREA DRAIN ADJ.ADJUSTABLE A.F.F.ABOVE FINISHED FLOOR AGGR.AGGREGATE ALT.ALTERNATE ALUM.ALUMINUM ANOD.ANODIZED AP.ACCESS PANEL APPROX.APPROXIMATE ARCH.ARCHITECTURAL B BD.BOARD BLDG.BUILDING BLK.BLOCK BLK'G BLOCKING BLW.BELOW BM.BEAM BOT.BOTTOM BRKT.BRACKET BTWN.BETWEEN B.U.R.BUILT UP ROOFING C C/C CENTER TO CENTER C.B.CATCH BASIN CEM.CEMENT C.J.CONTROL JOINT CLG.CEILING CLKG.CAULKING CLR.CLEAR COL.COLUMN COMB.COMBINATION CONC.CONCRETE CONN.CONNECTION CONSTR.CONSTRUCTION CONT.CONTINUOUS CONTR.CONTRACTOR CPT.CARPET C.T.CERAMIC TILE CTR.CENTER CW COLD WATER D DBL.DOUBLE DEG.DEGREE DEMO DEMOTITION DET/DTL DETAIL DIAG.DIAGONAL DIA.DIAMETER DIM.DIMENSION DN.DOWN DR.DOOR DS.DOWNSPOUT DW.DISHWASHER DWG.DRAWING DWR.DRAWER E (E)EXISTING E EAST EA EACH E.B.EXPANSION BOLT E.J.EXPANSION JOINT EL.ELEVATION ELEC.ELECTRICAL ELEV.ELEVATOR EMER.EMERGENCY ENCL.ENCLOSURE ENGR.ENGINEER E.P.B.ELECTRICAL PANEL BOARD EQ.EQUAL EXP.EXPANSION/EXPOSED EXT.EXTERIOR F (F)FUTURE F.A.FIRE ALARM FABR.FABRICATE F.A.R.FLOOR AREA RATIO F.B.FLAT BAR F.D.FLOOR DRAIN F.D.C.FIRE DEPARTMENT CONNECTION FDN/FND FOUNDATION F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.F.FINISH FLOOR F.F.E.FINISH FLOOR ELEVATION F.G.FINISH GRADE F.H.FULL HEIGHT F.H.M.S.FLAT HEAD MACHINE SCREW F.H.W.S.FLAT HEAD WOOD SCREW FIN.FINISH FIXT.FIXTURE FL.FLOW LINE FLASH.FLASHING FLR.FLOOR FLUOR.FLUORESCENT F.O.FINISHED OPENING F.O.B.FACE OF BRICK F.O.C.FACE OF CONCRETE F.O.F.FACE OF FINISH F.O.M.FACE OF MASONRY F.O.S.FACE OF STUD FRPF.FIREPROOFING FT.FOOT OR FEET FTG.FOOTING FURR.FURRING G GA.GAUGE GALV.GALVANIZED G.B.GRAB BAR G.C.GENERAL CONTRACTOR GD.GARBAGE DISPOSAL GEN.GENERAL GFCI.GROUND FAULT CIRCUIT INTERRUPTED GL.GLASS GLAZ.GLAZED GLB GLUE LAM BEAM GND.GROUND GR.GRADE GSM.GALVANIZED SHEET METAL GYP.GYPSUM GYP BD.GYPSUM BOARD H H.B.HOSE BIB H/C HANDICAPPED H.C.HOLLOW CORE HCWD.HOLLOW CORE WOOD DOOR HDWD.HARDWOOD HDWR.HARDWARE H.M.HOLLOW METAL HORIZ.HORIZONTAL HP.HIGH POINT HR.HOUR HT.HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING HW HOT WATER I I.D.INSIDE DIAMETER IN.INCH INCAD.INCANDESCENT INSUL.INSULATION INT.INTERIOR J J-BOX JUNCTION BOX J.H.JOIST HANGER JNT.JOINT JST.JOIST K K.D.KILN DRIED KIT.KITCHEN L L LONG/LENGTH LAM.LAMINATE LAV.LAVATORY LB.POUND LP.LOW POINT LT.LIGHT LTG.LIGHTING M MACH.MACHINE MAT.MATERIAL MAX.MAXIMUM MECH.MECHANICAL MEMB.MEMBRANE MEZZ.MEZZANINE MFR.MANUFACTURER MID.MIDDLE MIN.MINIMUM/MINUTE MIRR.MIRROR MISC.MISCELLANEOUS M.P.METAL PANEL M.S.MOTION SENSOR MTD.MOUNTED MTG.MOUNTING MTL.METAL MUL.MULLION MW.MICROWAVE N (N)NEW N NORTH N.I.C.NOT IN CONTRACT NO.NUMBER NOM.NOMINAL N.T.S.NOT TO SCALE O O/OVER OA.OVERALL O.C.ON CENTER O.D.OUTSIDE DIMENSION OH.OVERHEAD OPG.OPENING OPP.OPPOSITE P PERF.PERFORATED PERP.PERPENDICULAR P.L.PROPERTY LINE P.LAM.PLASTIC LAMINATE PLAS.PLASTER PLYWD.PLYWOOD PNT.PAINT PT'D PAINTED PR.PAIR PT.POINT/PRESSURE TREATED PWR.POWER Q QTY.QUANTITY R (R)REMODELED R.RISER RAD.RADIUS RCP REFLECTED CEILING PLAN R.D.ROOF DRAIN RECEP.RECEPTACLE RECT.RECTANGULAR REF.REFERENCE REFR.REFRIGERATOR REINF.REINFORCED REQ'D.REQUIRED RESIL.RESILIENT RETG.RETAINING REV.REVISION RM ROOM RND.ROUND R.O.ROUGH OPENING RWL RAINWATER LEADER S S SOUTH S.C.SOLID CORE S.C.D.SEE CIVIL DRAWINGS SCHED SCHEDULE SCR.SCREEN SCWD.SOLID CORE WOOD DOOR SECT.SECTION S.F.SQUARE FOOT SHT.SHEET SHTHG.SHEATHING SHWR.SHOWER SIM.SIMILAR SKYLT.SKYLIGHT S.L.D.SEE LANDSCAPE DRAWINGS S.M.D.SEE MECHANICAL DRAWINGS SMS.SHEET METAL SCREW S.M.W.P.SHEET MEMBRANE WATERPROOFING SPEC.SPECIFICATION S.R.SUPPLY REGISTER SQ.SQUARE S.S.STAINLESS STEEL S.S.D.SEE STRUCTURAL DRAWINGS STD.STANDARD STL.STEEL STOR.STORAGE STRUC.STRUCTURAL SUR.SURFACE SUSP.SUSPENDED SVC.SERVICE SVY.SURVEY SYM.SYMMETRICAL T TR TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.B.TOWEL BAR T.C.TRASH CAN T.D.TRENCH DRAIN TEMP.TEMPERED TER.TERRAZZO TG.TEMPERED GLAZING THK.THICK THRES.THRESHOLD T.O.C.TOP OF CONCRETE T.O.P.TOP OF PAVEMENT TOPO.TOPOGRAPHY T.O.S.TOP OF STEEL T.O.W.TOP OF WALL TPO THERMOPLASTIC OLEFIN TYP.TYPICAL U UNF.UNFINISHED UON UNLESS OTHERWISE NOTED V VCT.VINYL COMPOSITION TILE VER.VERIFY VERT.VERTICAL VG.VERTICAL GRAIN V.I.F.VERIFY IN FIELD W W WEST/WIDE/WIDTH W/WITH W.C.WATER CLOSET WD.WOOD W.H.WATER HEATER WN.WINDOW W/O WITHOUT WP.WATERPROOFING W.R.WATER RESISTANT WT.WEIGHT W.V.WOOD VENEER ARCHITECTURAL SYMBOLS 1i DOOR TAG SPOT ELEVATION WINDOW TAG LEVEL BUILDING SECTION BUILDING ELEVATION NORTH ARROW CENTERLINE MATERIAL TAG DETAIL CALLOUT SLOPE DESIGNATION 12 3 P PROPERTY LINE CEILING TAG PARTITION TAG 1'-0"AFF 1i 0' -0" 1i 1i ? REVISION MARK INTERIOR ELEVATION DETAIL REFERENCE SLOPE (DOWN, UON) KEYNOTE 1 GRID LINE 1 DIMENSION ALIGN FINISH SURFACES REFERENCE SYMBOLS 1 A0.00 1 A0.00 1 A0.00 DRAWING SYMBOLS N A0.00 A0.00 S EW 1 ? ? ? ? X'-X" 02 / 28 / 2021 ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:35 PM1 A0.01 PROJECT INFO COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE (TITLE-24) 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING CODE ALL OTHER APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN THE EVENT OF CONFLICTS IN CODE REQUIREMENTS, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. ANY CONFLICTS BETWEEN THE CONSTRUCTION DOCUMENTS AND THE ABOVE LISTED CODES AND ORDINANCES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION BEFORE COMMENCING WITH THE WORK. WORK DESCRIPTION:INTERIOR REMODEL OF AN EXISTING SINGLE STOREYED CMU BUILDING (USED AS AN AUTOMOBILE SERVICE SHOP & COPY/ PRINT SHOP) TO ACCOMMODATE NEW PRIVATE OFFICE SPACE WITH ATTACHED GARAGE. NEW ELECTRICAL, MECHANICAL AND PLUMBING. NEW FENESTRATIONS AND EXTERIOR CLADDING TO BE APPLIED ON TOP OF EXISTING CMU WALLS. ADDITION OF A PARTIAL SECOND FLOOR WITH A ROOF DECK. EXISTING CURB CUT TO BE EXPANDED TO ACCOMMODATE GARAGE DOOR. EXISTING GAS SERVICE TO BE CAPPED. STRUCTURAL SEISMIC IMPROVEMENTS TO EXISTING ROOF FRAMING, NEW ROOFING REPLACING EXSITING. NON-STRUCTURAL PARTITIONS FOR NEW OFFICE SPACES. ADDITION OF PHOTOVOLTAIC PANELS OVER EXISTING ROOF. APN:029-253-010 OCCUPANCY GROUP: B CONSTRUCTION TYPE:III-B/ V-B ZONING DISTRICT: MMU (MYRTLE ROAD MIXED USE) SQUARE FOOTAGE PROPOSED: GARAGE:1,405 SF LEVEL 1:2,033 SF LEVEL 2:669 SF TOTAL:4,107 SF ROOF DECK: 312.28 SF SETBACKS (NO CHANGE FROM EXISTING TO PROPOSED): REAR:0'-0" FRONT:0'-0" SIDE:0'-0" (LEFT),5'-0" (RIGHT) GARAGE:0'-0" BUILDING HEIGHT (FROM AVERAGE TOP OF CURB): PERMITTED: 35' -0" EXISTING:16' -8 3/4" PROPOSED: 24' -1/2"" PROPOSED # OF STORIES: 2 LOT SIZE: NET LOT SIZE:3,501 SF PERMITTED MAX FLOOR AREA: N/A EXISTING FLOOR AREA: 3,438 SF PROPOSED FLOOR AREA:4,107 SF EXISTING LOT COVERAGE:3501 SF PROPOSED LOT COVERAGE:3501 SF (NO CHANGE) FIRE SPRINKLER SYSTEM: YES PLUMBING FIXTURE CALCULATION: PER SECTION 422.1 CPC 2022, EXCEPTION 3 FOR A BUSINESS OCCUPANCY WITH AN OCCUPANT LOAD OF 50 OR LESS, ONE TOILET FACILITY DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. TOTAL NUMBER OF OCCUPANTS: 49 TOTAL NUMBER OF BATHROOMS: 1 UNISEX ACCESSIBLE BATHROOM PARKING CALCULATIONS CITY OF BURLINGMAE REQ'S: NO PARKING AREA REQ'D PER NEW TITLE 25. REQ'D SPACES FOR PROPOSED USE: 0 PROVIDED SPACES: 4 OFF STREET (+ 1 ACCESSIBLE) SUBJECT PROPERTY SUBJECT PROPERTY ASSESSORS MAP VICINITY MAPS DEFERRED SUBMITTALS PROJECT DATA APPLICABLE CODES DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT AND BUILDING OFFICIAL. 1. RESIDENTIAL FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE TO NFPA 13D & STATE & LOCAL REQUIREMENTS. 2. IRRIGATION PLAN FOR 2 (N) GINGKOS TREES IN CITY SIDEWALK NEIGHBORHOOD PLAN GENERAL NOTES 1. ALL CONSTRUCTION AND INSTALLATION SHALL CONFORM TO THE FOLLOWING CODES: 2022 CALIFORNIA BUILDING, RESIDENTIAL, PLUMBING, MECHANICAL, ELECTRICAL CODE, STATE ENERGY STANDARDS, AND ANY OTHER GOVERNING CODES AND ORDINANCES. 2. IN THE EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS OF BUILDING AND SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION. 3. THE GENERAL CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE GENERAL CONTRACTOR SHALL INSPECT THE EXISTING PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE REASONABLY BEEN INFERRED FROM SUCH AN EXAMINATION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ARCHITECTURAL, STRUCTURAL, LANDSCAPE, CIVIL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION. THIS INCLUDES REVIEWING REQUIREMENTS OF INDIVIDUAL SYSTEMS BEFORE ORDERING AND INSTALLATION OF ANY WORK. VERIFY ALL ARCHITECTURAL DETAILS AND ALL FINISH CONDITIONS (WHETHER DEPICTED IN DRAWINGS OR NOT) WITH SAME DISCIPLINES. 5. ANY ERRORS, OMISSIONS, OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE PROCEEDING WITH THE WORK. 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL CLEAR DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT APPROVAL OF THE ARCHITECT. 7. WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, CENTERLINE OF COLUMNS, OR CENTERLINE OF STUD WITHIN WALL ASSEMBLIES, UNLESS OTHERWISE NOTED. 8. WHEN SHOWN IN SECTION OR ELEVATION, ALL DIMENSIONS ARE TO TOP OF PLATE OR TOP OF CONCRETE UNLESS OTHERWISE NOTED. 9. DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING AND OBTAINING ALL REQUIRED INSPECTIONS TO CONFORM WITH LOCAL BUILDING AND FIRE CODES. 11. PROVIDE AND INSTALL 2x FLAT WOOD BLOCKING FOR ALL BATH ACCESSORIES, HANDRAILS, CABINETS, TOWEL BARS, WALL MOUNTED FIXTURES AND ANY OTHER ITEMS ATTACHED TO WALLS. 12. ALL CHANGES IN FLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 13. INSTALL ALL FIXTURES, EQUIPMENT, AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS AND THE REQUIREMENTS OF THE CODES. ALL APPLIANCES, FIXTURES, AND EQUIPMENT ASSOCIATED WITH PLUMBING, ELECTRICAL, AND MECHANICAL SYSTEMS SHALL BE LISTED BY A NATIONALLY RECOGNIZED AND APPROVED AGENCY. 14. VERIFY CLEARANCES FOR FLUES, VENTS, CHASES, SOFFITS, FIXTURES, FIREPLACES, ETC., BEFORE ANY CONSTRUCTION, ORDERING OF, OR INSTALLATION OF ANY ITEM OF WORK. 15. PROVIDE FIRE-BLOCKING @ ALL CONCEALED DRAFT OPENINGS (VERTICAL & HORIZONTAL). AS PER 2016 CBC 717 & R302.11, FIRE-BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT MIN. 10 FOOT INTERVALS. B. IN CONCEALED INTERCONNECTIONS SUCH AS SOFFITS, DROP CEILINGS, COVE CEILINGS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING & FLR. LEVEL W/ AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME & PRODUCTS OF COMBUSTION. 16. PROVIDE DRAFT-STOPPING @ ALL CONCEALED DRAFT OPENINGS (VERTICAL & HORIZONTAL). AS PER 2016 CBC 717.3-4 & R302.11. DRAFT-STOPS SHALL BE INSTALLED SO THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQ. FT. AND IS BELOW, DRAFT-STOPPING SHOULD BE PROVIDED IN THE FOLLOWING CIRCUMSTANCES: A. SUSPENDED CEILING UNDER FLOOR FRAMING B. OPEN WEB TRUSS OR PERFORATED FLOOR FRAMING MEMBERS. 17. PRESSURE TREATED LUMBER TO BE USED IF IN DIRECT CONTACT WITH CONCRETE WALLS IF THERE IS NO PROVIDED AIR GAP. 18. ALL EARTHWORK AND SITE DRAINAGE INCLUDING BASEMENT AND PIER EXCAVATION, PREPARATION OF THE SUBGRADE BENEATH HARDSCAPE, PLACEMENT AND COMPACTION OF ENGINEERED FILL BENEATH HARDSCAPE, BASEMENT RETAINING WALL BACKFILL, AND FINAL SURFACE DRAINAGE INSTALLATION SHOULD BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE GEOTECHNICAL ENGINEER SHOULD BE PRESENT TO OBSERVE AND TEST, AS NECESSARY, THE EARTHWORK AND FOUNDATION INSTALLATION PHASES OF THE PROJECT. 19. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1-4.504.3. 20. STRUCTURAL OBSERVATION SHALL BE REQUIRED BY THE ENGINEER FOR STRUCTURAL CONFORMANCE TO THE APPROVED PLANS. SQUARE FOOTAGE EXISTING: LEVEL 1:PRINT / COPY SHOP: 1,191 SF AUTO REPAIR SHOP: 2,247 SF TOTAL: 3,438 SF CONSTRUCTION HOURS WEEKDAYS: 8:00AM -7:00PM SATURDAYS: 9:00AM -6:00PM SUNDAYS AND HOLIDAYS: NO WORK ALLOWED (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 18.07.110 FOR DETAILS) CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT OF WAY ARE LIMITED TO WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 8:00AM AND 5:00PM DEMOLITION PERMIT A SUPPLEMENTAL DEMOLITION PERMIT APPLICATION MUST BE PROVIDED. THE DEMOLITION PERMIT WILL NOT BE ISSUES UNTIL A BUILDING PERMIT IS ISSUED FOR THE PROJECT. CONDITIONS OF APPROVAL 1. SPECIAL ENCROACHMENT PERMIT TO BE APPROVED FOR BUILDING FACADE AS WELL AS DOOR TO ELECTRICAL ELECTRICAL ROOM ON ACCOUNT OF THE PROTRUSION FROM THE PROPERTY LINE. APPROVAL TO BE ENSURED PRIOR TO ISSUANCE OF BUILDING PERMIT. 2. SCHOOL IMPACT FEES TO BE PAID BEFORE FINAL INSPECTION SIGN-OFFS. 1 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 915 HOWARD AVE 917 HOWARD AVE 925 HOWARD AVE 925 HOWARD AVE 140 MYRTLE ROAD 136 MYRTLE ROAD 02 / 28 / 2021 ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:36 PMA0.05 NEIGHBORHOOD PHOTOS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES 1 HOWARD AVENUE NEIGHBORS 12" = 1'-0"2 MYRTLE ROAD NEIGHBORS 3 VIEWS OF 925/927 HOWARD AVE. ENTRY SIDEWALK FROM HOWARD AVE.FROM CORNER AT HOWARD AVE. & MYRTLE RD.VIEW ACROSS MYRTLE RD. DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 02 / 28 / 2021 ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:36 PM1 A0.06 PROJECT RENDERINGS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES 1 MYRTLE RD. ELEVATION RENDERING2MYRTLE RD. EXISTING ELEVATION 3 HOWARD AVE. ELEVATION RENDERING4EXISTING & PROPOSED RENDER FROM INTERSECTION 1 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 02 / 28 / 2021 ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:23:11 PM3 A0.07 REVISED RENDERINGS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES 2 RENDER FROM HOWARD AVE. INTERSECTION1HOWARD AVE. ELEVATION RENDERING 3 DESC. DATE 3 PLAN CHECK RE-SUBMITTAL 04.19.24 02 / 28 / 2021 ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:37 PMA0.09 MATERIAL PALETTE EXTERIOR COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES 3 DARK GRAY CEMENT PLASTER, LEVEL 2 EXTERIOR WALLS 2 DARK BRONZE ANODIZED WINDOW AND DOOR FRAMES 1 ALUM CLICK - ON BATTENS SCREEN, LEVEL 1 EXTERIOR WALLS1PAINTED CONC BLOCK, L1 EXTERIOR WALLS BEHIND WOODN SCREEN & ON PROPERTY LINE WALLS 5 1x6 CEDAR, UPPER ROOF DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 02 / 28 / 2021 ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:38 PMA0.10 CONSTRUCTION BMPS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 42.52' 35.50'35.41'35.41' LEGEND PROPERTY LINE SETBACK LINE (E) FENCE (E) GRADE (N) GRADE (N) TREE EXISTING ROOF TO BE REMOVED 16' - 3 3/4" MYRTLE ROADHOWARD AVE2 4 5 3 917 HOWARD AVENUE 140 MYRTLE ROAD 915 HOWARD AVENUE 3733 1934 136 MYRTLE ROAD 1 1 1 1 46 47 47 69.98'50.02'(E) CURB CUT 15' - 0" ± T.O. CURB 25.67' T.O. CURB 25.80' 11' - 4"9' - 4"75 72 1 1. AVERAGE TOP OF CURB (ATOC) CALCULATIONS (25.67' + 25.80') / 2 = 25.74' 2. INSTALL (N) THROUGH CURB DRAINS LINES AT ALL RAINWATER LEADER TERMINATIONS, ENSURE THROUGH-CURB PIPES ARE LOCATED A MINIMUM OF 18”FROM THE EDGE OF THE THROAT OF THE (E) CURB INLET.PRIOR TO CONSTRUCTION / INSTALLATION, HAVE A FIELD MEETING WITH PUBLIC WORKS INSPECTOR TO CONFIRM FINAL LOCATION SITE PLAN GENERAL NOTES 02 / 28 / 2021 0' 4' 8'16' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:39 PM1 A1.10 DEMOLITION SITE / ROOF PLAN COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 1 PROPERTY LINE 2 (E) SKYLIGHT TO REMAIN 3 (E) DRIVEWAY CURB CUT TO BE MODIFIED / EXPANDED 4 (E) PARAPET WALL 5 (E) GAS SERVICE TO BE CAPPED. (E)ELECTRIC METER ROTATED TO FACE HOWARD AVE 19 (E) ROOF STRUCTURE TO REMAIN, NEW TPO MEMBRANE TO BE INSTALLED 33 (E) SKYLIGHT TO BE REMOVED 34 (E) ROOF TO BE REMOVED, SHOWN HATCHED 37 (E) SKYLIGHT TO BE REMOVED, PATCH (E) ROOF OVER (N) PARKING GARAGE AS NEEDED 46 (E) STREET TREE 47 (E) UTILITY VAULT 72 (E) WATER METER 75 REMOVE (E) ROOF CANOPY 1/8" = 1'-0"1 (E) SITE / DEMOLITION ROOF PLAN DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 MYRTLE ROADHOWARD AVE8 11 16' - 0" (N) DOOR 917 HOWARD AVENUE 140 MYRTLE ROAD 915 HOWARD AVENUE 136 MYRTLE ROAD 47 47 69.98'50.02'1 1 T.O. CURB 25.80' 10 61 10 SIDEWALK WIDTH @ (P) TREE5' - 2"71 72 1 1 74 SEE SHEET A2.22 FOR ROOF PLAN SIDEWALK WIDTH9' - 1 1/2"SIDEWALK WIDTH 11' - 0 1/4" TO CURB EDGE 46' - 5" (N) CURB CUT 17' - 0" TO REAR SETBACK 6' - 5 3/4" 4 1 1 94 2 PLANTING STRIP98 L3 96 95 LEGEND PROPERTY LINE SETBACK LINE (E) FENCE (E) GRADE (N) GRADE (N) TREE EXISTING ROOF TO BE REMOVED 1. AVERAGE TOP OF CURB (ATOC) CALCULATIONS (25.67' + 25.80') / 2 = 25.74' 2. INSTALL (N) THROUGH CURB DRAINS LINES AT ALL RAINWATER LEADER TERMINATIONS, ENSURE THROUGH-CURB PIPES ARE LOCATED A MINIMUM OF 18”FROM THE EDGE OF THE THROAT OF THE (E) CURB INLET.PRIOR TO CONSTRUCTION / INSTALLATION, HAVE A FIELD MEETING WITH PUBLIC WORKS INSPECTOR TO CONFIRM FINAL LOCATION SITE PLAN GENERAL NOTES 02 / 28 / 2021 0' 4' 8' 16' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:41 PM2 A1.20 SITE PLAN COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES 1/8" = 1'-0"1 SITE PLAN KEYNOTE LEGEND 1 PROPERTY LINE 4 (E) PARAPET WALL 8 (N) DOOR TO (E) ELECTRIC METER 10 (N) MAGNOLIA TREE IN WELL PER CITY OF BURLINGAME MUNICIPAL CODE 11.04 11 (N) ACCESSIBLE BUILDING ENTRY 47 (E) UTILITY VAULT 61 (3) 2" DIA PIPES TYING RWL TO DISCHARGE AT FACE OF CURB PER DET. 2 71 (E) STOP SIGN 72 (E) WATER METER 74 EXISTING TREE 94 REMOVE AND REPLACE (E) SANITARY SEWER LATERAL CONNECTIONS 95 NEW SEWER CLEAN-OUT IN PLANTING STRIP AREA PER SIDEWALK LOCATION DETAIL 96 SEWER LATERAL CONNECTION TO MAIN SEWER 98 REMOVE (E) SEWER CLEAN-OUT AND REPLACE (E) CONCRETE AS REQ'D 2 DETAIL: SIDEWALK UNDERDRAIN 1/2" : 1'-0" 1 2 3 DETAIL: CLEAN - OUT LOCATION 1/2" : 1'-0" 2 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 2 PLAN CHECK RE-SUBMITTAL 11.17.23 DEMO PLAN SHEET NOTES 1. DEMOLITION: A. FOUNDATION: REFER TO STRUCTURAL DRAWINGS FOR DEMOLITION SCOPE AS REQUIRED FOR (N) WORK. B. FRAMING: REFER TO STRUCTURAL DRAWINGS FOR ADD'L DEMOLITION SCOPE AS REQ'D FOR INSERTION OF (N) WORK. C. FLOORING: REMOVE (E) FLOOR FINISHES, AND/OR VINYL FLOORING THROUGHOUT. D. CABINETS: REMOVE ALL CABINETS, COUNTERTOPS, BATH ACCESSORIES, BACKSPLASHES, AND MIRRORS AT KITCHEN AND BATHROOMS. E. PLUMBING: REMOVE FIXTURES AND EQUIPMENT AS REQUIRED FOR (N) WORK. F. ELECTRICAL: SEE MEP DEMO PLANS FOR DEMOLITION SCOPE G. MECHANICAL: SEE MEP DEMO PLANS FOR DEMOLITION SCOPE H. EXTERIOR: REMOVE (E) ALUMINUM WINDOWS, DOORS, I. APPLIANCES: REMOVE ALL (E) EQUIPMENT. J. SALVAGE & DIVERSION: SEE PROJECT SPECIFICATIONS 2. PROTECT (E) TO REMAIN CONSTRUCTION THROUGHOUT DEMOLITION AND CONSTRUCTION. RESTORE SURFACES TO ORIGINAL CONDITION WHICH HAVE BEEN DISTURBED BY DEMOLITION AND ARE INDICATED TO REMAIN. PATCH TO MATCH SIMILAR ADJACENT FINISHES, DAMAGED SURFACES WHICH WILL BE VISIBLE IN THE FINISHED WORK. DOORS INDICATED FOR REMOVAL SHALL HAVE FRAMES, ADJ. JAMBS, HARDWARE, ETC. REMOVED, FINISHES PATCHED, AND REPAIRED. LEGEND (E) WALL TO REMAIN (E) WALL TO BE REMOVED REMOVE (E) DOOR AND FRAME, TYP (E) CMU WALL TO REMAIN REMOVE (E) FRAMING 1 1 AA 3 3 2 2 5 5 6 6 CC EE GG 21 21 21 21 35 21 23 5 21 23 FF 25 25 ± 70' - 0" ± 13' - 7 1/2"± 10' - 0 1/2"± 16' - 7 1/2"± 29' - 8 1/2"± 49' - 10 1/2"± 12' - 0 1/2"± 2' - 5"± 20' - 11 1/4"± 14' - 5"23337 41 TYP 36 42 43 25 DD 4 4 BB 925 HOWARD PRINT & COPY SHOP 1,191 SF 927 HOWARD AUTO REPAIR SHOP 2,247 SF 2.1 2.1 90 1 02 / 28 / 2021 ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:42 PM1 A2.00 DEMOLITION PLAN - LEVEL 1 COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 2 (E) SKYLIGHT TO REMAIN 5 (E) GAS SERVICE TO BE CAPPED. (E)ELECTRIC METER ROTATED TO FACE HOWARD AVE 21 (E) MTL WINDOW TO BE REMOVED, AND PORTION OF BRICK SILL BELOW, SEE ELEVATIONS 23 (E) DOOR TO BE REMOVED 25 CAP PLUMBING AND PATCH CONCRETE, TYP. 33 (E) SKYLIGHT TO BE REMOVED 35 (E) GARAGE DOOR TO BE REMOVED AND REPLACED. PATCH (E) BLOCK WALL TO ACCOMMODATE (N) DOOR 36 PORTION OF (E) CONC BLOCK WALL TO BE REMOVED FOR (N) GARAGE DOOR 37 (E) SKYLIGHT TO BE REMOVED, PATCH (E) ROOF OVER (N) PARKING GARAGE AS NEEDED 41 SAW CUT (E) SLAB FOR NEW FOOTINGS, SSD 42 DEMOLISH (E) SLAB FOR NEW SHOWER AND BAHTROOM DRAIN AS REQ'D, SSD 43 DEMOLISH EXISTING CONC. FOR NEW 6" SOG, SSD 90 DEMOLISH (E) SLAB FOR NEW TURNTABLE, SSD 1/4" = 1'-0"1 DEMOLITION PLAN - LEVEL 1 1 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 LEGEND NEW WALL 1-HOUR RATED WALL EXISTING CONCRETE MASONRY UNIT WALL 1. PROVIDE MIN 36" x 36" LEVEL LANDINGS OUTSIDE AT EXTERIOR DOORS PER CBC SECTION 1008.1.5, WITH LANDINGS NOT MORE THAN 7.75" BELOW INSIDE FINISHED FLOORS AT INWARD SWINGING (OR SLIDING) DOORS AND .75" AT OUTWARD SWINGING PER CBC SECTION 1008.1.6. LANDINGS SHALL SLOPE 1/4"/FT MIN. AWAY FROM DOORS. 2. PROVIDE SOUND ATTENUATION INSULATION AT INTERIOR WALLS AND FLOORS. 3. GLASS DOORS & PANELS OF SHOWER & BATHTUB ENCLOSURES & ADJACENT WALL OPENINGS WITHIN 60" ABOVE A STANDING SURFACE OR DRAIN INLET SHALL BE TEMPERED SAFETY GLASS, AS PER CBC SECTION 2406.3 #5. 4. PROVIDE SKID-RESISTANT SURFACE ON BATHROOM FLOORS. 5. BASE MATERIAL BENEATH SHOWER PAN SLOPED TO DRAIN AS PER CPC SECTION 411.4. 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. 7. SEPARATION BETWEEN OCCPANCIES AS PER CBC SECTION 406.3.4.1 SHALL BE SEPARATED BY 1/2" MIN. GYP BD. ON WALLS & 5/8" TYPE "X" GYP BD. OR EQUIVALENT ON CEILINGS WHEN A GARAGE IS BELOW A HABITABLE ROOM. 8. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, TYP. 9. PROVIDE MIN 30" CLR WIDTH @ W.C. AND 24" CLR. FLOOR AREA AT FRONT OF BOWL. 10. ANNULAR SPACE AROUND PIPES, ELECTRIC OUTLETS, CONDUITS OR OTHER OPENINGS IN THE BUILDING'S ENVELOPE AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS (CALGREEN 4.406.1) 11. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 75 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 TIER 2. 12. ALL DIMENSIONS ARE TO FACE OF FRAMING, U.O.N. FLOOR PLAN SHEET NOTES A3.11 1 A3.11 2 A3.10 1 A3.10 2 1 A4.01 1 1 AA 1 A4.02 1 A4.00 2 A4.01 UP x 170.92 SF OFFICE 4 13' -2"12' -10" x 152.71 SF OFFICE 1 12' -1"12' -10" x 143.39 SF OFFICE 3 12' -1"12' -10" x 1404.15 SF GARAGE 29' -0"48' -7" x 96.28 SF LOBBY 10' -3"20' -11" MYRTLE ROADHOWARD AVENUE3 3 2 2 5 5 6 6 CC EE GG 2 A4.00 ± 70' - 0" ± 13' - 7 1/2"± 10' - 0 1/2"± 16' - 7 1/2"± 29' - 8 1/2" x 78.91 SF UNISEX RESTROOM 6' -5"12' -10" x 114.58 SF BREAK RM 12' -2"12' -10" x 215.10 SF PRINT / FILE RM 12' -3"28' -0" SAFE 12 0' - 1"0' - 1" 112 A 105 102 103 110 109 101 C 106 2 A4.02 FF A2 A3 A2A2A2 D1 B1 B2 C3 C3 B1 C3B1 B1 B1 A4 C3 C3 C3 A2 A2 A1 ± 49' - 10 1/2"± 12' - 0 1/2"± 2' - 5"± 21' - 0"± 14' - 5"0' - 1" 30 I.T. CLO ADA CLEAR FLOOR AREA 11 A6.00 1 HALL 1 HALL 2 DD 4 4 104 BB 60 0' - 0" 2% MAX ACCESSIBLE PATH OF TRAVEL AFTER 180DEG ROTATION OF VEHICLE 13 63 65 NO PARKING PER 11B - 502.2 12' - 0" ( >5'-0" MIN PER 11B - 502.3.1) 6' - 6 3/4" 65 (F) AFTER ROTATION & REPOSITIONING, AS NEEDED 64 TURNTABLE & GARAGE DOOR DRIVE-IN POSITION OF VEHICLE, PRIOR TO ROTATION, SHOWN DASHED COMPOST 31.75" X 24.25" 2.1 2.1 x 93.00 SF RECEPTION 7' -6"12' -7" x 172.61 SF OFFICE 2 13' -3"12' -10" 66 108 C3 B4 A4 C3 MIN. 5' - 0" MIN. 6' - 0" A4MIN. 2' - 0"CAR LIFT SYSTEM SPACES -2,3,4 (F) STACKER VEHICLES BACKUP TO TURNTABLE (F) VEHICLE BACKUP TO TURNTABLE MIN. 5' - 0" 36" MIN. 3' - 3 1/4"r 2' - 6"UTILITY CLO. BENCHCL. B A DW68 C2 C2 C1 B4 B3 C3 (F) C3A4 C2 C2 B1 C3 B1 C3 10 15' MINIMUM FROM STOP SIGN ± 15' - 9" VIF 4' - 0"4' - 0"4' - 0"4' - 0" 15' MINIMUM ON CENTER ± 16' - 1" VIF 13 13 RECYCLING 35.25" X 29.75" RECYCLING 35.25" X 29.75" 71 8 73 20' - 0"84 85 MIN. 3' - 8"± 7' - 2 1/4"± 8' - 11 3/4"± 7' - 2 3/4"± 3' - 6 1/4" ± 5' - 8 3/4"± 3' - 8" D D 91 1 1 1 10 TYP 64 Gallons 96 Gallons 96 Gallons 96 Gallons GARBAGE 35.25" X 29.75" 97 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:45 PM2 A2.20 FLOOR PLAN - LEVEL 1 COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 8 (N) DOOR TO (E) ELECTRIC METER 10 (N) MAGNOLIA TREE IN WELL PER CITY OF BURLINGAME MUNICIPAL CODE 11.04 11 (N) ACCESSIBLE BUILDING ENTRY 12 SKYLIGHT ABOVE 13 (N) MTL RAISED PLANTER 30 (N) RAINWATER LEADER, SEE MEP FOR SIZING 60 MAIN ELECTRIC METER, SEE ELECTRICAL DRAWINGS 63 BACKUP BARRIER ON CAR STACKER TO PREVENT BACKING UP OVER ACCESSIBLE PATH OF TRAVEL BEHIND STACKER VEHICLES 64 3" YELLOW WARNING STRIP AT TURNTABLE GAP 65 TWO SIDED PARKING FINE & IDENTIFICATION SIGN, SUSPENDED FROM CEILING AT BOTH ENDS OF PARKING SPACE PER 2019 CBC 11B -502.6 WITH THE FOLLOWING INFORMATION: 66 BICYCLE PARKING SPACE 68 UTILITY SINK 71 (E) STOP SIGN 73 SLIDING CLADDING PANEL DOOR PROJECTION 84 ELECTRIC CAR CHARGER 85 AUTOMATIC OVERHEAD GARAGE DOOR 91 INDUCTION COOKTOP 97 DOUBLE STACKER PARKING SYSTEM 1/4" = 1'-0"1 FLOOR PLAN - LEVEL 1 1 2 2 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 2 PLAN CHECK RE-SUBMITTAL 11.17.23 A3.11 1 A3.11 2 A3.10 1 A3.10 2 1 A4.01 1 AA 1 A4.02 1 A4.00 2 A4.01 x 254.53 SF OPEN OFFICE 1 20' -1"12' -8" DN x 68.02 SF OFFICE 5 8' -7"8' -0" 32 5 6 CC EE GG 2 A4.00 13 13 2 17 18 19 AA 2 A4.02 24 FF D2 C3 C4 C4 29 29 RD-6 38 EXISTING ROOF FRAMING / LEVEL 2 REAR SETBACK ± 28' - 11 3/4"AREA OF 2ND LEVEL ADDITION ± 16' - 7 1/2" ± 70' - 0"± 49' - 10 1/2"± 12' - 0 1/2"± 2' - 5"± 21' - 0"± 9' - 3 1/2"± 5' - 1 3/4"± 13' - 7 1/2"± 10' - 0 1/2"± 29' - 8 1/2" SEE ROOF PLAN A2.22 SEE ROOF PLAN A2.22 DD 4 BB x 68.02 SF OFFICE 6 8' -7"8' -0" 2.1 204 203 202 C5 B1 C4 F E G C4 127 C4 LEVEL 2 FRONT SETBACK 19' - 0" LEVEL 2 SIDE SETBACK13' - 8"AREA OF 2ND LEVEL ADDITION31' - 3"5' - 1"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"RIDGE 1/8" / 1'-0"1/4" / 1'-0"1/8" / 1'-0"1/4" / 1'-0" RD-4 RD-5 OD-2OD-1 RD-2 RD-1 RD-3 OD-3 OD-5 OD-4 1/4" / 1'-0" 15 44" MIN. 3' - 8 1/4" 14 RD-5 31 TYP 1 1 1 1. PROVIDE MIN 36" x 36" LEVEL LANDINGS OUTSIDE AT EXTERIOR DOORS PER CBC SECTION 1008.1.5, WITH LANDINGS NOT MORE THAN 7.75" BELOW INSIDE FINISHED FLOORS AT INWARD SWINGING (OR SLIDING) DOORS AND .75" AT OUTWARD SWINGING PER CBC SECTION 1008.1.6. LANDINGS SHALL SLOPE 1/4"/FT MIN. AWAY FROM DOORS. 2. PROVIDE SOUND ATTENUATION INSULATION AT INTERIOR WALLS AND FLOORS. 3. GLASS DOORS & PANELS OF SHOWER & BATHTUB ENCLOSURES & ADJACENT WALL OPENINGS WITHIN 60" ABOVE A STANDING SURFACE OR DRAIN INLET SHALL BE TEMPERED SAFETY GLASS, AS PER CBC SECTION 2406.3 #5. 4. PROVIDE SKID-RESISTANT SURFACE ON BATHROOM FLOORS. 5. BASE MATERIAL BENEATH SHOWER PAN SLOPED TO DRAIN AS PER CPC SECTION 411.4. 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. 7. SEPARATION BETWEEN OCCPANCIES AS PER CBC SECTION 406.3.4.1 SHALL BE SEPARATED BY 1/2" MIN. GYP BD. ON WALLS & 5/8" TYPE "X" GYP BD. OR EQUIVALENT ON CEILINGS WHEN A GARAGE IS BELOW A HABITABLE ROOM. 8. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, TYP. 9. PROVIDE MIN 30" CLR WIDTH @ W.C. AND 24" CLR. FLOOR AREA AT FRONT OF BOWL. 10. ANNULAR SPACE AROUND PIPES, ELECTRIC OUTLETS, CONDUITS OR OTHER OPENINGS IN THE BUILDING'S ENVELOPE AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS (CALGREEN 4.406.1) 11. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 75 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 TIER 2. 12. ALL DIMENSIONS ARE TO FACE OF FRAMING, U.O.N. FLOOR PLAN SHEET NOTES LEGEND NEW WALL 1-HOUR RATED WALL EXISTING CONCRETE MASONRY UNIT WALL (F) (F) DENOTES FRONT OF PARKED VEHICLE (F) (F) DENOTES FRONT OF PARKED VEHICLE ROOF DRAIN AND OVERFLOW DIRECTION OF SLOPE SOLAR PANELS 1. REFER TO SHEET A2.22 FOR NOTES ROOF PLAN SHEET NOTES 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:48 PM1 A2.21 FLOOR PLAN - LEVEL 2 / LOWER ROOF COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES 1/4" = 1'-0"1 FLOOR PLAN - LEVEL 2 / LOWER ROOF KEYNOTE LEGEND 2 (E) SKYLIGHT TO REMAIN 13 (N) MTL RAISED PLANTER 14 SOLAR PANELS 15 ROOFTOP MECH EQUIPMENT, SEE MEP DRAWINGS 17 (N) TPO ROOF 18 (N) SKYLIGHT 19 (E) ROOF STRUCTURE TO REMAIN, NEW TPO MEMBRANE TO BE INSTALLED 24 BUILT IN TABLE & BENCH 29 LINE OF ROOF ABOVE 31 CONC. SPLASH GUARD AT RW DISCHARGE LOCATIONS 38 PATCH (E) ROOF WHERE SKYLIGHT WAS REMOVED DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 1. REFER TO FLOOR PLANS FOR ROOF DRAINAGE AT LOWER LEVEL ROOFS 2. ROOFING SHALL MAINTAIN A CLASS 'A' FIRE RATING 3. ROOF AND DECK SURFACES SHALL SLOPE AT 1/4" PER FOOT MINIMUM, U.O.N. VERIFY ALL SLOPES IN FIELD WITH ARCHITECT. 4. PROVIDE CRICKETS AT SKYLIGHTS, CHIMNEYS, MECHANICAL EQUIPMENT, AND OTHER LOCATIONS AS REQUIRED FOR POSITIVE DRAINAGE TOWARD DRAINS. 5. THE CONTRACTORS SHALL HAVE A COPY OF THE ROOFING SYSTEM I.C.B.O.REPORT PRESENT AT INSPECTIONS. 6. PROVIDE INDEPENDENTLY PIPED OVERFLOW DRAINS AT ROOF DRAIN LOCATIONS OR OVERFLOW SCUPPERS AS NOTED/REQUIRED. 7. PROVIDE CLEANOUTS AS REQUIRED. 8. PROVIDE BASKET DEBRIS SCREENS AT ROOF DRAINS. 9. FLASH AND SEAL ROOF PENETRATIONS SUCH AS VENTS, FANS, HOODS, ETC. AS REQUIRED FOR A WATER-TIGHT INSTALLATION. 10. SHEET METAL FLASHING AND TRIM SHALL BE G.S.M. TO THE MINIMUM GAUGES SPECIFIED IN THE PROJECT MANUAL, U.O.N. 11. STRUCTURAL OBSERVATION SHALL BE REQUIRED BY THE ENGINEER FOR STRUCTURAL CONFORMANCE TO THE APPROVED PLANS. 12. ROOF CAVITIES ARE FILLED WITH INSULATION IN LIEU OF VENTILATION. SPRAY-IN-PLACE FOAM INSULATION IS USED AS A VAPOR BARRIER (2" MIN. APPLICATION) AS PRESCRIBED BY INDUSTRY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. A. ROOF OVER CONDITIONED SPACES: (3" THK (R-19) SPRAY APPLIED FOAM-IN-PLACE INSULATION APPLIED TO ROOF DECK W/ R-19 BATT INSULATION, TYP. B. ROOF OVER UNCONDITIONED SPACES: NO INSULATION, TYP. C. PARAPETS: FILL CAVITIES W/ SPRAY APPLIED FOAM-IN-PLACE INSULATION, TYP. D. FREE-STANDING WALLS: FILL CAVITIES W/ SPRAY APPLIED FOAM-IN-PLACE INSULATION, TYP. ROOF PLAN SHEET NOTES LEGEND ROOF DRAIN AND OVERFLOW DIRECTION OF SLOPE SOLAR PANELS A3.11 1 A3.11 2 A3.10 1 A3.10 2 1 A4.01 1 1 AA 1 A4.02 1 A4.00 2 A4.01 3 3 2 2 5 5 6 6 CC EE GG 2 A4.00 17 2 A4.02 FF RD-5 20 20 39 39 39 39 ± 70' - 0" ± 13' - 7 1/2"± 10' - 0 1/2"± 16' - 7 1/2"± 29' - 8 1/2"± 49' - 10 1/2"± 12' - 0 1/2"± 2' - 5"± 21' - 0"± 9' - 3 1/2"± 5' - 1 3/4"DD 4 4 BB 2.1 2.1 3/8" / 1'-0"1/4" / 1'-0"TYP.1' - 0"TYP. 1' - 0" 1/4" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" RD-6 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:49 PMA2.22 ROOF PLAN - UPPER ROOF COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 17 (N) TPO ROOF 20 LINE OF WALL BELOW 39 (N) PAINTED METAL CAP O/ (E) PARAPET WALL 1/4" = 1'-0"1 ROOF PLAN - UPPER ROOF DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 LEVEL 1 FRAMING 10' -10 3/4" A B.O. (E) TRUSS 11' -10" TOP OF (E)PARAPET 16' -3 1/2" C E G 23 2121 23 F T.O. (N) ROOF (49.55') 22' -3 3/4" (E)LEVEL 1 (26.17') 0' -0" DB ATOC (25.74') -0' -5 5/32" 76 75 79 81 80 78 8787 86 LEVEL 1 FRAMING 10' -10 3/4" 1 B.O. (E) TRUSS 11' -10" TOP OF (E)PARAPET 16' -3 1/2" 32 5 6 21 21 21 21 35 (E)LEVEL 1 (26.17') 0' -0" 4 ATOC (25.74') -0' -5 5/32"16' - 9"2.1 77 7576 76 81 78 78 78 81 81 82 77 77 77 4"3' - 10 1/2"LEGEND CONCRETE BLOCK CEMENT PLASTER AREA TO BE REMOVED 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:54 PMA3.00 EXTERIOR ELEVATIONS - DEMOLITION COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 21 (E) MTL WINDOW TO BE REMOVED, AND PORTION OF BRICK SILL BELOW, SEE ELEVATIONS 23 (E) DOOR TO BE REMOVED 35 (E) GARAGE DOOR TO BE REMOVED AND REPLACED. PATCH (E) BLOCK WALL TO ACCOMMODATE (N) DOOR 75 REMOVE (E) ROOF CANOPY 76 REMOVE (E) SCUPPER, PATCH AS REQUIRED 77 REMOVE (E) FABRIC AWNINGS 78 REMOVE (E) LIGHT FIXTURE 79 REMOVE (E) MECH UNIT 80 REMOVE PORTION OF (E) WALL SHOWN 81 (E) ROOF SCUPPER 82 REMOVE (E) DOWNSPOUT 86 REMOVE (E) VENT 87 REMOVE (E) ADDRESS NUMBERS 1/4" = 1'-0"2 DEMOLITION WEST ELEVATION 1/4" = 1'-0"1 DEMOLITION SOUTH ELEVATION DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 LEVEL 1 FRAMING 10' -10 3/4" A B.O. (E) TRUSS 11' -10" TOP OF (E)PARAPET 16' -3 1/2" CEGF (E)LEVEL 1 (26.17') 0' -0" D B ATOC (25.74') -0' -5 5/32" 89 1 B.O. (E) TRUSS 11' -10" TOP OF (E)PARAPET 16' -3 1/2" 3 256 (E)LEVEL 1 (26.17') 0' -0" 4 ATOC (25.74') -0' -5 5/32" 2.1 88 LEGEND CONCRETE BLOCK CEMENT PLASTER AREA TO BE REMOVED 1/4" = 1'-0"1 DEMOLITION EAST ELEVATION 1/4" = 1'-0"2 DEMOLITION NORTH ELEVATION 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:58 PMA3.01 EXTERIOR ELEVATIONS - DEMOLITION COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:22:58 PMA3.01 EXTERIOR ELEVATIONS - DEMOLITION COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 88 (E) CMU TO REMAIN 89 (E) CEMENT TO REMAIN DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 LEGEND CONCRETE BLOCK, PAINTED WOODN SCREEN ATTACHED TO (E) CONCRETE BLOCK GLASS CEMENT PLASTER BRAKE METAL PANEL/ CLADDING 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, TYP. ELEVATION GENERAL NOTES LEVEL 1 0' -1" 1 A4.01 A LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" C E G 2 A4.00 2 A4.02 C 101 A F T.O. (N) ROOF (49.55') 22' -3 3/4" (E)LEVEL 1 (26.17') 0' -0" 925 DB 5656 ATOC (25.74') -0' -5 5/32" F E PP BA 55 6970 27 MT-1 PL-01 OVERALL HEIGHT FROM AVERAGE TOP OF CURB22' - 9"70 59 2 LEVEL 1 0' -1" 1 1 A4.02 1 A4.00 LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" 2 A4.01 32 5 6 T.O. (N) ROOF (49.55') 22' -3 3/4" (E)LEVEL 1 (26.17') 0' -0" 112 39 TYP 4 52 58 ATOC (25.74') -0' -5 5/32" 2.1 PP55 27 7070 G 127 OVERALL HEIGHT FROM AVERAGE TOP OF CURB22' - 9"D D 2 D 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:23:02 PM2 A3.10 EXTERIOR ELEVATIONS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 27 ALUM CLICK-ON BATTENS SCREEN 39 (N) PAINTED METAL CAP O/ (E) PARAPET WALL 52 CEMENT PLASTER 55 BRAKE METAL PANEL / CLADDING 56 THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM 58 DARK METAL AUTOMATIC ROLLING GARAGE DOOR 59 SCREEN PANEL TO SLIDE TO ALLOW ACCESS TO THE ELECTRIC METER 69 BUILT-IN 3/8" STL PLATE, POWDER COAT PLANTER 70 (N) OVERFLOW DRAIN 1/4" = 1'-0"2 WEST ELEVATION 1/4" = 1'-0"1 SOUTH ELEVATION 1 1 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 2 PLAN CHECK RE-SUBMITTAL 11.17.23 LEGEND CONCRETE BLOCK, PAINTED WOODN SCREEN ATTACHED TO (E) CONCRETE BLOCK GLASS CEMENT PLASTER BRAKE METAL PANEL/ CLADDING 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, TYP. ELEVATION GENERAL NOTES LEVEL 1 0' -1" 1 A4.01 A LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" CEG 2 A4.00 2 A4.02 F T.O. (N) ROOF (49.55') 22' -3 3/4" (E)LEVEL 1 (26.17') 0' -0" 39 51 D B 52 ATOC (25.74') -0' -5 5/32" 55 PP OVERALL HEIGHT FROM AVERAGE TOP OF CURB22' - 9"2 LEVEL 1 0' -1" 1 1 A4.02 1 A4.00 LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" 3 256 T.O. (N) ROOF (49.55') 22' -3 3/4" (E)LEVEL 1 (26.17') 0' -0" 39 45 4 52 ATOC (25.74') -0' -5 5/32" 2.1 PP 55 OVERALL HEIGHT FROM AVERAGE TOP OF CURB22' - 9"2 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:23:04 PM2 A3.11 EXTERIOR ELEVATIONS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 39 (N) PAINTED METAL CAP O/ (E) PARAPET WALL 45 APPLY CEMENTITIOUS COATING OVER (E) CMU 51 (E) PLASTER 52 CEMENT PLASTER 55 BRAKE METAL PANEL / CLADDING 1/4" = 1'-0"2 EAST ELEVATION 1/4" = 1'-0"1 NORTH ELEVATION DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 2 PLAN CHECK RE-SUBMITTAL 11.17.23 LEGEND (E) FRAMING NEW FRAMING, SSD CONCRETE 1 -HR WALL LEVEL 1 0' -1" LEVEL 1 FRAMING 10' -10 3/4" 1 1 A4.02 B.O. (E) TRUSS 11' -10" 1 A4.00 LEVEL 2 CLG 21' -3" LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" 2 A4.01 32 5 6 GARAGEOFFICE 1 OPEN OFFICE 1 UNISEX RESTROOM PRINT / FILE RM T.O. (N) ROOF (49.55') 22' -3 3/4" DROPPED CLG 9' -7" (E)LEVEL 1 (26.17') 0' -0" AREA OF 2ND LEVEL ADDITION AREA OF EXISTING ROOF TO REMAIN 4 ATOC (25.74') -0' -5 5/32" 2.1 OFFICE 2 C1 B1C3 A3 A3 A2 A2 A1 84 CLEAR HEIGHT 7'-0" MIN.11' - 8 1/4"MIN. CAR LIFT HEIGHT CLERANCE 10' - 6"1 1 LEVEL 1 0' -1" LEVEL 1 FRAMING 10' -10 3/4" 1 A4.01 A LEVEL 2 CLG 21' -3" LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" C E G 2 A4.00 2 A4.02 F T.O. (N) ROOF (49.55') 22' -3 3/4" DROPPED CLG 9' -7" 24 13 DB ATOC (25.74') -0' -5 5/32" OFFICE 1 OFFICE 3LOBBY A3 A2 A3 B3C3C2 C4 C4 18 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:23:07 PM1 A4.00 BUILDING SECTIONS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 13 (N) MTL RAISED PLANTER 18 (N) SKYLIGHT 24 BUILT IN TABLE & BENCH 84 ELECTRIC CAR CHARGER 1/4" = 1'-0"2 LONGITUDINAL SECTION 2 1/4" = 1'-0"1 TRANSVERSE SECTION 2 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 1 PLAN CHECK RESPONSE 10.12.23 LEGEND (E) FRAMING NEW FRAMING, SSD CONCRETE 1 -HR WALL LEVEL 1 0' -1" LEVEL 1 FRAMING 10' -10 3/4" 1 A4.01 A LEVEL 2 CLG 21' -3" LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" OFFICE 4 C E G 2 A4.00 OPEN OFFICE 1 2 A4.02 F T.O. (N) ROOF (49.55') 22' -3 3/4" DROPPED CLG 9' -7" (E)LEVEL 1 (26.17') 0' -0" C4 B1B1 C4 C1 A3 A2 A3 DB ATOC (25.74') -0' -5 5/32" HALL 2HALL 1 13 OFFICE 2 ROOF DECK B3C3 LEVEL 1 0' -1" LEVEL 1 FRAMING 10' -10 3/4" 1 1 A4.02 1 A4.00 LEVEL 2 CLG 21' -3" LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" 2 A4.01 32 5 6 GARAGE T.O. (N) ROOF (49.55') 22' -3 3/4" DROPPED CLG 9' -7" AREA OF 2ND LEVEL ADDITION AREA OF (E) ROOF TO REMAIN C1 C2 B1 C4 A2 A1 4 ATOC (25.74') -0' -5 5/32" 2.1 OFFICE 6 HALL 2LOBBY B2 A2 84 18 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:23:09 PMA4.01 BUILDING SECTIONS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 13 (N) MTL RAISED PLANTER 18 (N) SKYLIGHT 84 ELECTRIC CAR CHARGER 1/4" = 1'-0"2 TRANSVERSE SECTION 1 1/4" = 1'-0"1 LONGITUDINAL SECTION 1 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22 LEGEND (E) FRAMING NEW FRAMING, SSD CONCRETE 1 -HR WALL LEVEL 1 0' -1" LEVEL 1 FRAMING 10' -10 3/4" 1 A4.01 A LEVEL 2 CLG 21' -3" LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" OFFICE 5 PRINT / FILE RM C E G 2 A4.00 UNISEX RESTROOM OPEN OFFICE 1 BREAK RM 2 A4.02 F T.O. (N) ROOF (49.55') 22' -3 3/4" DROPPED CLG 9' -7" C1 C4C4C4 A2 A2 A2 A2 DB ATOC (25.74') -0' -5 5/32" OFFICE 6 HALL 2 13ROOF DECK A2 C3 B2B2B1 B3 C1 C1 C4C4 LEVEL 1 0' -1" LEVEL 1 FRAMING 10' -10 3/4" 1 1 A4.02 B.O. (E) TRUSS 11' -10" 1 A4.00 LEVEL 2 CLG 21' -3" LEVEL 2 12' -3" TOP OF (E)PARAPET 16' -3 1/2" 2 A4.01 32 5 6 T.O. (N) ROOF (49.55') 22' -3 3/4" DROPPED CLG 9' -7" (E)LEVEL 1 (26.17') 0' -0" GARAGEPRINT / FILE RMLOBBY OFFICE 5 C2 B1 C4 C1 A2 A2 A1 4 ATOC (25.74') -0' -5 5/32" 2.1 AREA OF 2ND LEVEL ADDITION AREA OF (E) ROOF TO REMAIN B2 STAIR 18 84 02 / 28 / 2021 0' 2' 4' 8' ISSUE PROJECT NAME PROJECT ADDRESS DATE SHEET TITLE HISTORY APN # FA JOB NO. CLIENT 4/19/2024 2:23:11 PMA4.02 BUILDING SECTIONS COPELAND PARK PROPERTIES 04.19.2024 925-927 HOWARD AVE BURLINGAME, CA 94010 COMMERCIAL DESIGN REVIEW RESUBMITTAL 029-253-010 19-009 COPELAND PARK PROPERTIES KEYNOTE LEGEND 13 (N) MTL RAISED PLANTER 18 (N) SKYLIGHT 84 ELECTRIC CAR CHARGER 1/4" = 1'-0"1 TRANSVERSE SECTION 3 1/4" = 1'-0"2 LONGITUDINAL SECTION 3 DESC. DATE COMMERCIAL DESIGN REVIEW 08.01.22