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HomeMy WebLinkAboutReso - PC - 2021.04.26 - 7B. DoclEigr Enielope lD: 7 1 4427 6C -21 6E.4AF9-ACA5- 1 AO 1 E30AB5D E RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94010 2021-1661 1o 1:43 pm 12lO3tZ1 Rl Fee; NO FEE Count of pages 4Recorded in Official Records County of San Mateo Mark Church tf r1t iltilifiiilgilffi ililll[ilft il[iuinry ilr1rl Resolution No. 2021 -04.26-7b 1 1 05 OXFORD ROAD 025-252-270 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 in my office. October 2021 k^^itn" hthu.r hL JUhTE (4. Date: Kevin Gardiner, AICP, Community Development +{ TITLE OF DOCUMENT RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Desion Review for a second story addition to an existinq sinqle familv dwelling at 1105 Oxford Road, zoned R- 1. John and Patricia Jones, propertv owners, APN: 025-252-270; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Aoril26,2021, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that: 1. On the basis of the lnitial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per CEQA Section 15301 (eX1) of the CEQA Guidelines, which states that additions to existing structures are exempt from environmental review, provided the additioh will not result in an increase of more than 50% of the floor area of the structures before the addition are exempt from environmental review, is hereby approved. 2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this resolution be recorded in the official records of the County of San Mateo. airman Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 26th dav of April. 2021 by the following vote: 1105 oXFORD ROAD - RESO 2021{}[.26-7b AYES: COUAROTO, GAU!- LOffiS, SARGENT, SCHMID, TERRONES, TSE NOES: NONE ABSENT NONE REGUSED: NONE Secretary r, J.s0ll-Mtb EXHIBIT "A" Conditions of Approvalfor Categorical Exemption and Design Review 'l'105 Oxford Road Effective May 7, 2021 Page 1 2. that the project shall be built as shown on the plans submitted to the Planning Division date stamped March 29, 2021, sheets A1.0 through A6.0; including windows that are aluminum clad wood with simulated true divided lites; that any changes to building materials, exterior finishes, windows, archjtectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to planning Division or Planning Commission review (FYl or amendment to be determined by planning staf0; that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dorme(s), shall require an amendment to this permit; that any recycling containers, debris boxes or dumpsters for the construction p.oject shall be placed upon the private property, if feasible, as determined by the Community Development Director; that demolition for 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 ofthe 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 City Council on appeal; that all air ducts, plumbing vents, and flues shall be combined, where possible, to a singte termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans beiore a Building permit is issuedi 3 4 5 6. 7 8 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 exterjor, shall require a demolition permiti that the project shall meet all the requjrements of the California Building and Uniform Fire Codes, in effect at time of building permat submittat, as amended by the City of Burtingame; I EXHIBIT'A" Conditions of Approval for Categorical Exemption and Design Review 1105 Oxford Road Effective May 7, 2021 Page 2 THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 11 12. 13. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 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. "BITUTHENE" FLEXIBI. MEMBRANE FLASHIN EXTEND OUT b" MIN. I X4 TRIM BOARD TG MATCH EXIST. GSM "Z" FLASHING V GONTIN. CAULKING "MARVIN" WOOD GLAD WINDOW W/ TRUE DIVIDI L I6HT5 BEAD (JAMB SIM.) WINDOW 5TOOI- & INT CASING TO MA EXIST. _ WOOD GA51NO TO MATGH EX15T. Q(E) WOOD CORNER TRIM TYP. COMPOSITION SHINGLE ROOFING D5. �00 �00 �00 �00 (E) GARAGE DOOR 20 WOOD PANELS W/ GLA55 LITE5 ABOVE . 97.5 EXISTING FRONT ELEVATION (NORTH) 0 NOTE: EXISTING WINDOWS CONSIST OF PAINTED WOOD AND A MIX OF VINYL, STEEL AND ALUMINUM RETROFIT WINDOWS, ALL WINDOWS SHALL BE REPLACED. Q (N) WOOD CORNER TRIM TO MATCH EXISTING TYP. (N) T' HORIZ SIDING TO MATCH EX15TING� (N) DORMER PLATE LINE / DECLINING HEIGHT (N) PLITE LINE ENVELOPE / I I PROPERTY LINE i I WOOD DRIP MOLD �� 77_-7-- MATCH EXIST. Q(E) WOOD CORNER TRIM TYP. SKIRT BOARD 15 # FELT BLD( 1/2" GYP. BOARD 5MOOTH FIN15H 7"-V JOINT WOOL 51DINO TO MATO EXI5TING SILL 2 I TYPICAL WINDOW DETAIL Al SCALE: 3"=1'-0" QPOD '-4° ELEV. 91.15 6 REAR CORNER (N) FLOOR LINE L(E) PLATE oo LINE `(E) GARAGE DOOR Q WOOD PANELS W/ GLASS LITE5 ABOVE TOP OF EX16TING RIDGE AT BATHROOM 5HR ELEV. 118.00 (20.46' ABOVE ATOC) r li LOUVER VENT (E) T' LAP SIDING FIXED GLA55 FL. LINE ELEV. 100.0 \ N 1ci � N A ENTRY STEPS AND QATOC ENTRY PORCH ELEV. 98.17 ELEV. 91.54 (N) WOOD CLAD DORMER WINDOWS W/ TRUE DIVIDED - LITE5 TYPICAL 2 0 2 A5.0 (E) ROOF NEW FRONT ELEVATION (NORTH) 1 I NEW &EXISTING FRONT ELEVATION (NORTH) (N) COMP051TION SHINGLE ROOF (N) WINDOW AVERAGE TOP OF CURB LINE (E) ENTRY PORCH ELEV. 120.83 (23.29' ABOVE ATOC) i(N) ROOF (E) ROOF (E) CHIMNEY DECLINING HEIGHT ENVELOPE (E) LOUVERED WOOD VENT lN) 2ND FL. BEYOND i PROPERTY LINE (E) WOOD CORNER �r & TRIM. REPLACE c� M1551NG OR DAMAGE A5 REQUIRED TYP. ELEV. 198.17 FL. LINE ELEV. 100.0 0 4'-0" ATOC 0 PODO ELEV.91.54 ELEV. 97.5 -8 REAR CORNER NOTE: NEW WINDOWS THROUGHOUT: MARVIN WOOD CLAD, TRUE MUNTIN DIVIDED LITE. w z m SCALE : 1 /4"=1'-0" MENEEMEN .■■■■NNI. .■■■■fu. .m■■■mill. .fo■■ilim. Emommumn .om■■mm. .om■■uf. mommm"wo ENNIMMINNE ■NRON 0 MENEM MENOMI EE 0 PLANNING COMMENTS: 3-1-21 0 3 �N5N121 COMMENTS: O N N N J o W aWa z OV a O ZLLJ Q T O Q L LI Q 0 U a�x F Z Cn O `� Z _ W WCOj Zr� Q _0 m W TI TILE NEW & EXISTING FRONT ELEVATIONS (NORTH) DETAIL CHECKED: SEP DATE: 12-14-20 SCALE: AS SHOWN DRAWN: AK JOB NO. 20111 DWG. NO. A5m0o SHEET- OF - RIDGE 118.0--1 �� (E) 111 WOOD LAP SIDING AND WOOF, CORNERTRIM TO REMAIN ATOC 0 ELEV. 9l.54 EXISTING REAR ELEVATION (SOUTH) RIDGE ELEV. 120.83 DECLINING HEIGHT - ENVELOPE AND WALL LINE 6 GABLE END SHOWN DASHED 0 / DAYLIGHT PLANE / DECLINING HEIGHT/ ENVELOPE AT 2 STORY / / -FL. LINE - - 'ROPERTY--) (N) LIGHT INE i FIXTURES i 41_011 LEV. 100. --[PODQ ELEV. 98.0 ELEV. 9l8- EXISTING ROOF AND DORMER SHOWN DASHED (N) HORIZ. 51DING TO MATCH EX15TING I � (N) WOOD CLAD WINDOWS W/ TRUE DIVIDED LITES 02 2 A5.0 NEW ROOF — COMP051TION SHINGLES (N) ROOF ADDITION SHOWN IN LIGHT GREY - - - - - DECLINING HEIGHT ` - /-- ENVELOPE I ---------------------- h If � E. --- - - - iL, REMOVE (E) I CHIMNEY EG SS I Li IL'i-Alz I I � I I ' L (E) COMP05az SHINGLE GARAGE ROOF E (E) COMPOSITE SHINGLE SHED ROOF (N) FRENCH DOORS) LREMOVE (E) 2424 (N) RDWD. DECK ATOC 0 ELEV. 97.8 AT TEMP. GLA55 WOOD ACCESS DR. TO 20" A50VE GRADE ELEV, 13154 HOUSE CORNER CLAD W/ TRUE DIVIDED CRAWL SPACE SECURE UNDERSIDE OF LITES DECK WITH WOOD LATTICE ENCLOSURE NEW REAR ELEVATION (SOUTH) 1 I NEW &EXISTING REAR ELEVATION (SOUTH) NMI '-(E) TERRACE (E) WOOD FRENCH DOORS W/ TRUE DIVIDED LIGHTS (N) 7" SIDING PATCH AS REQUIRED TO MATCH (E) =LOOK LINE lc-!� YAV10� PROPERTY L INE � 0 A 2 N 2 I_411 FLOOR LINE N SCALE : 1 /4"=1'-0" MENEEMEN .■■■■NNI. .■■■■fu. .m■■■mill. .fo■■ilim. Emommumn .om■■mm. .om■■uf. .om■■"w. .NN■■NN. ■NRON 0 ■■■■■ MENOMINEE 0 PLANNING COMMENTS: 3-1-21 0 3 �N5N121 COMMENTS: O N N Lo N N J o W aWa z 0 V a c zo� W o LLI °a L LI 0 a�xa Fm z Lo z — W W0O� zr� Q _p m F W 1= TI TLE NEW & EXISTING REAR ELEVATION (SOUTH) CHECKED: SEP DATE: 12-14-20 SCALE: AS SHOWN DRAWN: AK JOB NO. 20111 DWG. NO. A5.10 SHEET - OF - EXISTING LEFT SIDE ELEVATION (EAST) REMOVE (E) WOR5HOP WALL 4 ROOF A (E) WOOD CORNER TRIM. REPLACE M1551NG OR DAMAGE A5 REQUIRED TYP. A5 0 (N) WDW. (N) ROOF ADDITION SHOWN IN LIGHT GREY REMOVE (E) CHIMNEY 12 ±6 PITCH (N) PL TE LINE � I � r 12 6+PITCH YPICAL 2ND FLR LINE RITC-I ROOF a RATUROOM PAINTED (N) UPPER ROOF (N) LOUVER VENT TO MATCH EXISTING REMOVE (E) WINDOW RIDGE LINE W DORMER ROOF (E) INTERIOR CEILING SHOWN ELEV. 120.83 DASHED PLATE LINE AT DORMER . . ................ :7 PLATE LINE AT ROOF (E) LOUVER, VENT E) COMPO. SHINGLE ROOF TOF OF (E) 51151 �{ TYPICAL ATTIC FLR BEYOND -- — ----- ---- GUTTER — — - - jUOD LATE HT. CORNER ' REPLACE ENTRY M1551NG OR DAMAGE WINDOW Z NG HOUSE DOOR AS REQUIRED TYP. (E) D.S. ELEV. 100.0 e (E) FOUNDATION `r (E) WOOD PANEL (E) CONC. 5TEP5 8 LANDING ELEV. 97.750 - (N) WINDOWS ENTRY DOOR PORCH TYP. (6" RISERS) LEI EV 98.0 TYPICAL 22 ELEV. 97.5 PAINTED 2 NEW LEFT SIDE ELEVATION (EAST) � 1 1 NEW &EXISTING LEFT SIDE ELEVATION (EAST) m ATOC 0 ELEV. 97 SCALE: 1 /4"=1'-O" MENEEMEN .■■■■NNI. .■■■■fu. .m■■■mill. .fo■■ilim. Emommumn .om■■mm. .om■■uf. .om■■"w. .NN■■NN. ■NRON 0 ■■■■■ MENOMINEE 0 PLANNING COMMENTS: 3-1-21 0 3 �N5N121 COMMENTS: O ti N I N N N J o W aW0 z a V a O Z LLJQ T O � MM 1.� �Q♦ L LI Q 0 V a�x Fm Z `n z W W Zr r0 0c D Q p_ m F W 1= TI TLE NEW EAST & WEST ELEVATIONS CHECKED: SEP DATE: 12-14-20 SCALE: AS SHOWN DRAWN: AK JOB NO. 20111 DWG. NO. A5.2,L SHEET- OF - 1 Q2 ATOC ELEV. 91.54 EXISTING RIGHT SIDE ELEVATION (WEST) NEW RIGHT SIDE ELEVATION (WEST) NEW &EXISTING RIGHT SIDE ELEVATION (WEST) 3'-61 ., v,w j —. CI Cl/ 9 1 4 !1 tLtV. LLLV. SCALE : 1 /4"=1'-O" MENEEMEN .■■■■NNI. .■■■■fu. .m■■■mill. .fo■■ilim. Emommumn .om■■mm. .om■■uf. .om■■"w. .NN■■NN. ■NRON 0 ■■■■■ ■■■■■■■■ 0 PLANNING COMMENTS: 3-1-21 0 3 �N5NIN COMMENTS: O ti N N Lo N J Lo o W pw0 z a V a O z W Q T o LU p � 0' �Q♦ J LU Q °�LU 0 V a�x Fm z L- z W w0CC zr� p _0 m F w TI TLE NEW & EXISTING RIGHT SIDE ELEVATION (WEST) CHECKED: SEP DATE: 12-14-20 SCALE: AS SHOWN DRAWN: AK JOB NO. 20111 DWG. NO. A5m3o SHEET- OF - (E) 44 POST EXISTING BUILDING SECTIONS (N) 2x8 ROOF JOISTS S.S.D. W/ R-30 CLOSED CELL FOAM INSULATION (N) CLASS A - COMPOSITION SHINGLE ROOF (N) PLATE LINE (N) EGRESS WDW. (E) 2x4 RAFTERS FLOOR L IN (E) SHED ROOF (E) COVERED TERRACE (E) FRENCH DOORS 12 (N) GYP 3RD CLG 4X HEADER S.S.D. (N) 2x4 STUDS 16" O/C TYP NEW 2x JOISTS SISTERED BETWEEN EXISTING 2x4 JOISTS S.S.D. (E) FLOOR JOIST BUILT-UP N ° \\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i�\\i NEW BUILDING SECTIONS ELEV. 120.83 DORMER ROOF DORMER ,/..�_ PLATE LINE z �1 w O (E) 2x4 RAFTERS ATTIC DINING (E) 2X4 STUD WALLS ELEV. 100.0 PL. LINE Is FLR. L .T ELEV.9l.5,4 \\-(E) FOUNDATION TYP. A 1 1 NEW & EXISTING BUILDING SECTIONS I SCALE :3/8" -O" 0 PLANNING COMMENTS: 3-1-21 0 3 �N5NIN COMMENTS: O ti N N Lo N N J o W aWa z 0 V a O Z LLJ0 T O MM 1.� Q J W Q O U Lu a ��Q 0 _ Fm Z cn`f' 0 Z W W Zr� Q _p m cn mm� W 1= TI TLE NEW & EXISTING BUILDING SECTIONS CHECKED: SEP DATE: 12-14-20 SCALE: AS SHOWN DRAWN: PR JOB NO. 20111 DWG. NO. A6.0o SHEET - OF - RESIDENTIAL REMODEL "CONSTRUCTION HOURS" JONES RESIDENCE WEEKDAYS: 8:00 A.M.-7:00 P.M. SATURDAYS: 9:00 A.M.-6:00 P.M. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED 1105 OXFORD ROAD (SEE CITY OF SECTION 18.07.110 FOR DIETAILS)CODE, BURLINGAME, CA 94010 "' ScrviceUepnrlmL,nI ryl I Li,P A L.E •;'44 I,ti l l ARCHITECTURAL APN: 025-252-270 A1.0 COVER SHEET, SITE PLAN OWNER CONTACT: ARCHITECT: ZONE: R-1 APPLICABLE CODES AND REGULATIONS er A1.1 GENERAL NOTES JOHN & PATRICIA JONES PANKO ARCHITECTS SITE AREA: 5,917.73 S.F. CALIFORNIA BUILDING CODE 2019 EDITION �' Al .2 CALGREEN CHECKLIST 1 105 OXFORD ROAD 311 SEVENTH AVENUE, STE. 1, SAN MATEO, CA. 94401 MAXIMUM FAR ALLOWABLE CALIFORNIA FIRE CODE 2019 EDITION CALIFORNIA PLUMBING CODE 2019 EDITION a �atac �n�c, , _ i A2.0 EXISTING FIRST FLOOR PLAN BURLINGAME, CA 94010 Phone: (650) 576-4413 Phone : (650) 558-0100 (32% x 5,917.73) + 1,100 = 2,993.67 CALIFORNIA ELECTRICAL CODE 2019 EDITION -SkyI-Egiisporrs F['nr_k51;8 AirpOrl A2.1 PROPOSED FIRST FLOOR PLAN Email: john®bkb.build Fax: (650) 558-01 13 MAXIMUM LOT COVERAGE ALLOWABLE CALIFORNIA MECHANICAL CODE 2019 EDITION �. A3.0 EXISTING SECOND FLOOR PLAN PROJECT ARCHITECT (40� x 5,917.73) = 2367 S.F. CALIFORNIA ENERGY CODE 2019 A3.1 PROPOSED SECOND FLOOR PLAN AND PRINCIPAL IN -CHARGE CALIFORNIA RESIDENTIAL CODE 2019 FLOOR AREA CALCULATIONS STANLEY E. PANKO, AIA CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 Email: pa©pankoarchitects.com EXISTING FLOOR AREA ALONG WITH ANY OTHER LOCAL AND � U R L I N G A M F ' S . V I L L A 0 i1001� �, A4.0 EXISTING ROOF PLAN A4.1 PROPOSED ROOF PLAN FIRST FLOOR LIVING AREA: 1,423 S.F. STATE LAWS AND REGULATIONS OCCUPANCY GROUP: R-3/U - A5.0 FRONT (NORTH) ELEVATION EXISTING/PROPOSED STRUCTURAL CONTACT: T-24 CONSULTANT: GARAGE 260 S.F. ,. \ISO� SITE - A5.1 REAR (SOUTH) ELEVATION EXISTING/PROPOSED MIKE MAHMOUDIAN C.T.C. & ASSOCIATES REAR TERRACE: 50 S.F. CONSTRUCTION TYPE: B ' �# A5.2 LEFT SIDE (EAST) ELEVATION-EXISTING/PROPOSED 851 BURLWAY ROAD, STE. 519 10E TERN CT. (E) FIRST FLOOR TOTAL AREA:1,733 S.F. A5.3 RIGHT SIDE (WEST) ELEVATION-EXISTING/PROPOSED BURLINGAME, CA 94010 SAN RAFAEL., CA 94901 LOT COVERAGE: 1,733 S.F. 29.28% ( ) A6.0 SECTIONS-EXISTING/PROPOSED Phone: 650 348-3457 ( ) Phone : (415) 455-0191 a UR L �, -A Ni F- FAX: (650) 348-7119 Email. Fax: (415) 445-0160 Email: (E) SECOND FLOOR AREA: 398 S.F. 9 BUILDING CODE DATA r mma@pacbell.net jeollurie@ctcassociates.biz TOTAL EXISTING FLOOR AREA=2,131 S.F. _•1 NEW FLOOR AREA BMP-1 CONSTRUCTION BEST REMODEL 2ND FLOOR INCLUDING BEDROOM BATH AND MANAGEMENT PRACTICES (BMPs) REMOVE 2ND FLOOR: -15.0 S.F. STAIR ❑u Lad of r u � � $ha�u I�o�GS� • N 2ND FLOOR ADDITION: 125 S.F. ( ) • RAISE ROOF AND REMODEL STAIR FOR CODE COMPLIANCE >:. �.n��I�CaCh�li� - � � (N) FIRST & SECOND TOTAL FLOOR AREA: 2,131-15.0+125 = 2,241 S.F. • ADD DORMER WINDOW AT FRONT AND REAR ROOF �• Ile ADD NEW 200 AMP. ELECTRICAL SERVICE "r� tM �.i �_ • ADD TOTAL OF 125 S.F. AT SECOND FLOOR ONLY. `# - J '�;,. • REMOVE "WORKSHOP" BEHIND GARAGE. !EASTON - Ab1�I' ;0N 4 VICINITY MAP 5 DRAWING INDEX 0 161 PROJECT TEAM 171 PLANNING DATA 0 181 SCOPE OF WORK EXTERIOR ELEVATION I� �1 ROOM TAG X EXTERIOR ELEVATION NUMBER I DETAIL BUBBLE ENTR ROOM NAME (E) PO.UER PREVIOUS PERMITS. XX SHEET WHERE ELEVATION OCCURS- 100 ROOM NUMBER POLE INTERIOR ELEVATION XX DETAIL NUMBER KEYNOTE 2ND FLOOR SHOWER ADDITION: #5463, 5/24/1988 A -WALL DESIGNATION LETTER SHEET WHERE DETAIL OCCURS gg KEYNOTE NUMBER - NUMBER DETAIL SECTION CORRESPONDS TO NUMBER IN 2ND FLOOR STAIR REMODEL: #5361, 3/11 /1988 INTERIOR ELEVATION NUMBER x B KEYNOTE LEGEND x DETAIL NUMBER "_" ELEVATION TARGET OR XX SHEET WHERE DETAIL OCCU I � FLOOD ZONE: N0. NOT IN FLOOD ZONE CERTIFICATE DATED 6-12-2015 PER ELEVATION REFERENCE I& SHEET WHERE ELEVATION OCCURS .0. STUD WORKIW3 POINT I 1109 OXFORD RD. C NORTH MATCH LINE MATCH LINE TREES: NO TREES ARE TO BE REMOVED. caw BUILDIW-i SECTION CUT X SECTION NUMBER DOOR TAGS SEE SHT. A3 SHEET WHERE MATCH PLAN OCCURS V XX SHEET WHERE SECTION OCCURS XX ROOM NUMBER t DOOR LETTER EXISTING SPOT ELEVATION 1015Y, HARDWARE GROUP I (E) 24°0 (E� 24 +, (E) CONC. WALK 0(N) (2) 2�" BOX SIZE �O WHITE BIRCH. OR NEW SPOT ELEVATION APPLE X 100.01 x DOOR NUMBER i�yISION DIAMOND (E) DRIP FL M TREE TREE � LINE (E) �' FENCE . �' (E) GATE 4'-sa" SIDE LOCATE A5 DIRECTED BY OWNER E L 9 7.8 �� N 5315 W 117.949 SETBACK 7- EL 97.8 xx A=ADDENDUM _ _ _ _ WALL SECTION WINDOW TAG CGCHANGE ORDER xx WINDOW NUMBER 2 ADDENDUM OR I 025 1„ EL 9 7. 8 E L 9 8.1 7 E L 97.75 _ X WALL SECTION NUMBER XX SHEET WHERE SECTION OCCURS g CHANGE ORDER FINISH TAG NUMBER I� - � I �E I CURB I XX FINISH ITEM NUMBER COLOR PROPERTY LINE I �"� � 15'-�° SETI3AC I DN. 3 R. K - - - - � - 7'� /�1 I 1105 OXFORD RD. L 9 8.17 o (E) 2nd FLOOR EXISTING HOUSE 0 (E) 6' FENCE I (N) UN`rOVERED I I L -, I I FIRST FLOOR (15733 S.F.) 1S'-011 EASEMEN WOOD PECK I L`'I LINE 1'-8.-*H�HT I I I I (E) C.O. I rJ I. J FLOOR ELEV. 100.00 � X FRONT I S I ET84CK 3 LEGENDS I `- (E) O.N. ELECT DN. 3 I I I / _ � � ENTRY pi _ PORCH p S UJ E E R & AND DR. Ir ANGLE IDS. DOOR HVAC HEATING, VENTILATING RESIL. RESILIENT DOWNSPOUT & AIR CONDITIONING RM. ROOM I f� 5ERVICE TC� (E) LAWN $ . POWER POLE r I (N) 2n FLOOR N ® AT DWG. E.P. DRAWING I.D. INSIDE DIAMETER (DIM.) RWD. REDWOOD ELECTRICAL PANELBOARD UL. S. SOUTH LANDSCAPIN dam- I I l I I AD�T ONS I EL 98.0 ��(E) SEWER � SITE `- CENTERLINE 0 DIAMETER EA. T JOINT EACH S.C. SOLID CORE I (N) 2s'DS'D A1�TP z I 1 5 S�F. J / AT A %� LATERAL L AVERAGE TOP DRAINAGE I # POUND OR NUMBER EL. ACOUS. ELEC. ELEVATION LAM. LAMINATE SSD SEE STRUCT. DRWGS ELECTRICAL LT. LIGHT S.STL. STAINLESS STEEL SITE I I ELECT. 5E VICE (E) COVEREDI AND METE TERRACE tT TA (N) S�CON / (E) LAWN AND OF CURB I ELEV. 97.54 ACOUSTICAL 41N4 DR GE ADJ. ADJUSTABLE EMER. M. MIRROR EMERGENCY SCHED.SCHEDULE MAX. MAXIMUM I I FL OR QR A / LANDSCAPING I A.F.F. ABOVE FINISH FLOOR EQ. AL. ALUMINUM EQUAL SHT. SHEET MECH. MECHANICAL SIM. SIMILAR I I / T 508 S.F. r I I TO REMAIN w F.E.EXISTING ARCH. ARCHITECTURAL F.E BD. BOARD F.O.C. MFR. MANUFACTURER FIRE EXTINGUISHER SPEC. SPECIFICATION FACE OF COLUMN MIN. MINIMUM SQ. SQUARE MISC. MISCELLANEOUS �,_0" I 5 -�" (E) UTILITY I I I I I I J \ / Q2 ro WATER I `_ CC cc BLDG. BUILDING F.O.F. FACE OF FINISH STD. STANDARD .1,-71 / METER BLK. BLOCK F.O.S. FACE OF STUDS MTL. METAL STL. STEEL N. NORTH EA5EMENT - - A EL - - - - 97.5 (E) BRICK ENTY WALK I z BLKG. BLOCKING F.W. BM. BEAM F.R. FEATURE WALL STOR. STORAGE N.I.C. NOT IN CONTRACTYA FIRE RETARDANT SUSP. SUSPENDED EL �7.75 - - - - - - - - - ° a a CC LLL a 0 BOT. BOTTOM F.S. FIN. FULL SIZE N.T.S. NOT TO SCALE T.O. TOP OF (N) NEW I i I IZ a SECOND FLOOR (383 S.F.) (E) �.0. a ° Rt I hL 1,O CAB. CABINET CEM. CEMENT FL FINISH TEL. TELEPHONE FLOOR NO. NUMBER THK. THICK NOM. NOMINAL I I I I E GARAGE I ( ) - - REMODEL - `Q "' 1 ° SITE (E) CONC. DRIVEWAY ° ° a a I x ` a O CER. CERAMIC FLUOR. FLUORESCENT TYP. TYPICAL REMOVE I -, m DRAINAGE a I ° a CLG. CEILING FT. FOOT OR FEET O.D. OUTSIDE DIAMETER U.O.N. UNLESS OTHERWISE (E) WORK5I�OP L `�' a a ° ° � CLKG. CAULKING G.B. GRAB BAR OPNG. OPENING NOTED I I a ° ° - ° CLR. CLEAR GA. GAUGE OPP. OPPOSITE UNF. UNFINISHED I L - - � 41 COL. COLUMN GL. CONC. CONCRETE GYP. P.LAM. PLASTIC LAMINATE GLASS VERT. VERTICAL GYPSUM PL. PLATE W. WEST _ _ _ _ EL 97.75t _ f _ _ _ _ _ _ ` +' EL 97.5 EL 97.33 CONT. CONTINUOUS H.C. HOLLOW CORE PLAS. PLASTER W� WITH (E) 6' FENCE SITE DRAINAGE (E) GAS _� N 53° 15' W 1 17.47' @ D.F. DRINKING FOUNTAIN H.M. DBL. DOUBLE H.M. HOLLOW METAL PLYWD. PLYWOOD WIC WATER CLOSET HANDICAPPED PR. PAIR W�0 WITHOUT (GONG. GUTTER) METER - 777711=// DET. DETAIL HDWD. HARDWOOD PT. POINT WAR WATER RESISTANT !LF DIA. DIAMETER HORIZ. DIM. DIMENSION HIR. HORIZONTAL R. RISER WD. WOOD HEIGHT RAT. RADIUS WSCT. WAINSCOT / 1101 OXFORD RD. DN. DOWN HR. HOUR RGTR. REGISTER WT. WEIGHT REQ D REQUIRED / / APN: 025-252-270 2 ABBREVIATIONS 1 SITE PLAN Al SCALE : 1 /8"-1'-0" ■■■■■■■a■ ■d■■■�iiF�■ QPLANNING COMMENTS: 3-1-21 0 PLANNING COMMENTS: 2 3-25-21 O N N J Ln c W a Lu z 0 u a c Lu ZLu 0 T 00 Q J Cf) W 00 cc ow LLI a��Q 0 FM Z O Z W Lu Z r 0 Oa m F W TI TILE COVER SHEET SITE PLAN CHECKED: SEP DATE: 12-14-20 SCALE: AS SHOWN DRAWN: PR JOB No. 20111 DWG. NO. Al 00 SHEET - OF -