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CITY OF SANTA ANA
<br />PROJECT LOCATION PI nni ilding A ency
<br />ABBREVIATIONS
<br />PROJECT SITE
<br />"' N N
<br />8 AND FLRFLOOR PROP. PROPERTY
<br />< ANGLE FLG.. FLANGE P.S. PAGKETSLIDER 2426 LARGHMONTH AVE
<br />CS:: . i:GN + ASSOCIATES
<br />® AT F.J. FLOOR JOIST P.S.F. POUNDS PER 5QUARE FOOT �d�
<br />G.L. CENTER LINE F.N. FACE NAIL P.5.1. POUNDS PER 5QUARE INCH E JO NA DE \y e d
<br />G DIAMETER FND. FOUND PT. PAINT / PART E JOANA DE
<br />W
<br />q % ........ ............
<br />NO EQUAL F.O.B. FAGS OF BRICK P.T.D. PAPER TOWEL DISPENSER AQ
<br /># POUND/NUMBER F.O.G. FACE OF CONCRETE PTN. PARTITION T GKk
<br />/�rF.O.F. FAGS OF FINISH P.T.R. PAPER TOWEL RECEPTOR INW CHERRY ST O F �NO�N CEA.B. ANCHOR BOLT F.O.H.C. FACE OF HEART CENTER PVC. POLYVINYLCHLORIDE AL NAL tj IL I W W CHERRY ST O G ❑ E, 2
<br />A55 ACRYLONITRILEBUTADIENE F.O.M. FACE OF MASONRY H > > H W TEL: (71 4) 4613-71 63
<br />STYRENE F.O.S. FACE OF STUD Q.T. QUARRY TILE U) Q Q Z >
<br />ABV ABOVE F.P. FULL PENETRATION O ~ ~ O QBEECHWO D
<br />O Z Z Z Q NGUYENADESIGN/ANTHONY
<br />A.G. ASPHALT CONCRETE F.S. FAR 51DE / FIRE SPRINKLER R/RAD. RADIUS Q O O � JST W
<br />A/C AIR GONDITIONING FTC. FOOTING R.B. RUBBER BASE 2 2 = BEECHWOO O Z
<br />of U ST
<br />ACOUS. ACOUSTIC FUT. FUTURE R.D. ROOF DRAIN of
<br />Q Q Z THE DRAWINGS, IDEAS,
<br />A.T ACOUSTICAL TILE F.V. FIELD VERIFY RDWD. REDWOOD (n O LLLL J J ASPEN ST ARfV13 E MENTS AND
<br />A.D. AREA DRAIN REF. REFRIGERATOR a t I CATI❑NS CONTAINED IN
<br />IZIADJ. ADJUSTABLE / ADJACENT GA GAUGE REFR. REFERENCE ASPEN ST E SANTA CLARA A E H DOCUMENTS ARE THE
<br />A.F.F. ABOVE FINISH FLOOR GALV. GALVANIZED REG. REGULAR PROPERTY AND COPYRIGHT ❑ F
<br />AGG AGGREGATE G.B. GRAB BAR REINF. REINFORCE -Date NGUYEN DESIGN + ASSOCIATES
<br />ALUM. ALUMINUM G.F.I. GROUND FAULT INTERRUPT READ. REQUIRED AND SHALL NOT BE USED ON
<br />ANOD. ANODIZED G.I. GALVANIZED IRON RESIL. RESILIENT E SANTA CLARA AVE ANY OTHER WORK EXCEPT BY
<br />APPROX. APPROXIMATE G.I.W.S. &RACE ICE ^ATER SHIELD REV. REVISION VICINITY MAP AGREEMENT WITH NGUYEN
<br />ARCH. ARCHITECTURAL GL. GLASS / GLAZING R.H. ROOF HATCH / RIGHT HAND DESIGN + ASSOCIATES.
<br />ASPH. ASPHALT G.L. GLUE LAMINATED RH.M.S ROUNDHEAD MACHINE 5GREW N.T.S. WRITTEN DIMENSIONS SHALL
<br />G.L.B. GLUE LAMINATED BEAM RH.W.S. ROUNDHEAD WOO SCREW TAKE PREFERENCE OVER SCALED
<br />B BIDET GNP. GROUND R.J. ROOF JOIST DIMENSIONS AND SHALL BE
<br />BD. BOARD GR. GRADE RM. ROOM DESCRIPTION OF WORK VERIFIED ❑ N THE JOB SITE.
<br />BDRY. BOUNDARY GYP. BD. GYPSUM BOARD R.O. ROUGH OPENING ANY DISCREPANCY SHALL BE
<br />BITUM. BITUMINOUS R.R. ROOF RAFTER BROUGHT TO THE NOTICE OF
<br />BLDG. BUILDING H.B. H05E BIB R.W.L RAIN WATER LEADER NGUYEN DESIGN + ASSOCIATES.
<br />OR TO THE
<br />BLK. BLOCK H.G. HOLLOW GORE •
<br />REFERENCE TO "ADMINISTRATIVE CITATION" TO OBTAIN ORFIANY WORK. COMMENCEMENT
<br />BBLOCKING HHANDICAPPED S SINK / SOUTH
<br />BMM BEAM HOR. HEADER 50L.BLK SOLID BLOCK BUILDING PERMITS FOR FIRE DAMAGE TO GARAGE.
<br />DR.
<br />SOT. BOTTOM HDWR. HARDWOOD S.G. SOLID CORE N qj ir #AC 24 1 946a/ CASE# CP24-0 1 445
<br />BRK. BRICK HDWR. HARDWARE S.D. STORM DRAIN/SOAP #AC 242-770a/ CASE# GP24-02956
<br />BRG BEARING HDWR. HARDWARE DISPENSER / SMOKE DETECTOR
<br />BRZ BRONZE H.G. HORIZONTAL GRAIN S.A.S. SMOOTH FOUR SIDES
<br />B.S. BOTH SIDES HT. HEIGHT SECT. SECTION PROPOSE FOR GARAGE CONVERT INTO NEW ADU UNIT:
<br />FESS�p
<br />STWN BETWEEN HK. HOOK S.G.D. 5LIDIN6 6LA55 DOOR QRO
<br />B.U.R. BUILT-UP ROOFING H.M. HOLLOW METAL SHR. SHOWER • NEW (1) BEDROOM, ���� C .
<br />B.W. BACK OF WALL H.P. HORIZONTAL SHT. SHEET (MAIN HOU5E) 2426 LARCHMONT A\/E.• NEW (1) FULL BATH, H.P. HIGH POINT SHTG. SHEATHING ♦Z
<br />GAH CLEAR ALL HEART HR. HOUR 5HV5. SHELVES • NEW LIVING ROOM, KITCHEN m
<br />GARP. CARPET H.S. HIGH STRENGTH SIM. 51MILAR la /26
<br />GAB. CABINET HTG. HEATING 5L. 5LIDING
<br />MAIN HOUSE: �
<br />G.B. CATCH BASIN H.V.A.C. HEATING, VENTILATION, S.N.P. SANITARY NAPKIN DISPENSER P
<br />GEM. CEMENT AIR CONDITIONING SP. SOUNDPROOF
<br />(NEY4 APU) 2426 LARICHMONT �9TF c i \F��`
<br />G.I. CAST IRON S 4 P SHELF 4 POLE . REPLACE NEW TANKLE55 WATER CAS
<br />09/01 /2025
<br />GIR. CIRCLE I.D. INSIDE DIAMETER SPEC. SPEGIFICATION
<br />G.J CONSTRUCTION JOINTS/CEILING I.F. IN51DE FACE 5Q. 5QUARE
<br />JOIST/CONTROL JOINTS ININSULATION SQUARE EDGE 5ANTA
<br />ANA � CA c12 1 O 6 CONSULTANT:
<br />GL CLOSET INT.T. 5/5 INTERIOR 5/5 SERVICE SINK
<br />CLG. CEILING INV. INVERT 5.5. 5TAINLE55 STEEL / SINGLE
<br />GLKG. GAULKING 5TREN6TH
<br />GLR. CLEAR JAN. JANITOR STA. STATION
<br />GAH CLEAR ALL HEART J.H. JOIST HANGER STAG. STAGGERED
<br />CLS CONCRETE
<br />CLOSURE JST. JOIST STD. STANDARD PROPERTY DESCRIPTION
<br />G.M.U. CONCRETE MASONRY UNIT JT. JOINT STIR. STIRRUPS � 1
<br />GNTR. CENTER 5%. STEEL v
<br />G0. GLEANOUT KIT. KITCHEN STOR. STORAGE N
<br />COL. COLUMN K.D. KILN DGENERAL NOTES: IRED STR. STRAIGHT SHEETINDEX: #
<br />COMB. COMBINATION K.P. KICK PLATE STRU-T. STRUCTURAL PROPERTY DATA. W } I---
<br />COMP. COMPOSITION SUPPT. SUPPORT O
<br />GONG. CONCRETE LAM. LAMINATE SUSP. SUSPENDED 1 THESE DRAWINGS AND/OR THE SPECIFICATIONS 7. IF CONFLICTS BETWEEN VARIOUS ELEMENTS A- 1 COVER SHEET, GENERAL DATA ZONE: R 1 - SINGLE FAMILY RESIDENCE j
<br />CONN. GONNEGTION LAV. LAVATORY S.V. SHEET VINYL SHALL BE CONSTRUED TO PERMIT AN (ARCHITECTURAL, STRUCTURAL, MECHANICAL,
<br />GONST. CONSTRUCTION L.B. LAG BOLT SYM. SYMMETRICAL / SYMBOL
<br />g Uj
<br />GONT. CONTINUOUS LG LONG INSTALLATION THAT COULD BE IN VIOLATION OF PLUMBING, ELECTRICAL) OF THE WORK OF THE A-3 (E $ N) SITE PLAN ASSESSOR PARCEL#: 003- 1 00-5 1 Z >
<br />CSK. COUNTERSUNK LGTH. LENGTH TB. TACKBOARD THE APPLICABLE CODES, ORDINANCES, DRAWINGS ARE DISCOVERED, THEY SHALL BE
<br />.B1562a 0
<br />G.T. CERAMIC TILE L.H. LEFT HAND T. TOWEL BAR REGULATIONS, RESTRICTIONS, ETC. ALL ORK N TRACT - BLK LOT 1 6
<br />G.T.V. GABLE TELEVISION L.L LIVE LOAD T4B TOP AND BOTTOM WBROUGHT TO THE ATTENTION OF THE DESIGNER IN A-4 EXISTING FLOOR PLAN - MAIN DWELLING UNIT 0
<br />G.W. GOLD WATER LP LOW POINT TC. TOP OF CURB PERFORMED UNDER THIS CONTRACTOR/OWNER ACCORDANCE WITH THE CONDITIONS OF THE FLOOD ZONE: X �j r
<br />C.I.P CAST IN PLACE LOD. LEASE OUTLINE DRAWING TEL. TELEPHONE SHALL BE IN FULL ACCORDANCE WITH ALL GONTRACTOR/OWNER. A-5 NEW FLOOR PLAN - AMU UNIT r O
<br />LT. LIGHT TEMP. TEMPORARY / TEMPERATURE / v
<br />DEL. DOUBLE M MILL TEMPERED APPLICABLE CODES, ORDINANCES, REGULATIONS, LOT AREA -1,1 55 5a. FT. W
<br />OFT. DETAIL MAT. MATERIAL TER. TERRAZZO RESTRICTIONS, ETC. 5. INSTALL NECESSARY BLOCKING, BACKING, A-7 ELEVATIONS 4 ROOF PLAN
<br />D.F. DOUGLAS FIR MAX. MAXIMUM T 4 G TONGUE 4 GROOVE SQUARE FOOTAGES. ,
<br />DIA. DIAMETER M.S. MACHINE BOLT THK. THICK FRAMING, HANGERS AND OTHER SUPPORT FOR Q04
<br />DIAL. DIAGONAL M.G. MEDICINE CABINET TJ TOOL JOINT 2. THE CONTRAGTOR/OWNER SHALL VERIFY ALL FIXTURES, EQUIPMENT, SHELVING AND CASEWORK, 5-0 STRUCTURAL GENERAL NOTES a V
<br />DIM. DIMENSION TN. TOE NAIL [MAIN DWELLING UNIT]
<br />DISP. DISPOSAL DISPENSER MED. W O
<br />MED. MEDICINE T.O.B. TOP OF BEAM MECHANICAL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE EVEN IF SAID ITEMS ARE NOT SPECIFICALLY
<br />/
<br />DIV. DIVISION MEMB. MEMBRANE T.O.G. TOP OF CURB DESIGNER OF ANY DISCREPANCIES IMMEDIATELY. INDICATED OR NOTED ON THE PLANS. 5-1 FOUNDATION FRAMING PLAN (E) FLOOR LIVING AREA: 1,325 50. FT. Z
<br />ON. DOWN MEZZ. MEZZANINE T.O.D. TOP OF DRAIN DISCREPANCIES BETWEEN FIELD CONDITIONS AND ^,
<br />D.O. DITTO MFG. MANUFACTURER T.O.P. TOP OF PLATE DR. DOOR MH. MANHOLE T.0.5. TOP OF STEEL TOP OF SLAB THE DRAWINGS SHALL CAUSE NOTIFICATION OF THE cf. DETAILS SHOWN ON DRAWINGS SHALL BE 5-2 SECTIONS ---------------------------------- w O --N %,z <
<br />DWG. DRAWING MIN. MINIMUM T.O.W. TOP OF WALL DESIGNER PRIOR TO MAKING ANY GHANGES IN THE INGORPORATED INTO THE PROJECT AT ALL MCI W N
<br />TOTAL LIVING AREA 1,325 5a. FT. Q Z
<br />D5 DOWNSPOUT MIR. MIRROR T.P.D. TOILET PAPER DISPENSER SCOPE OF WORK. APPROPRIATE LOCATIONS WHETHER OR NOT D- 1 DETAILS '— ts)
<br />D.S. DOUBLE STRENGHT MISG. MISCELLANEOUS TRN TRANSOM
<br />D.T. DRAIN TILE M.O. MASONRY OPENING T.S. TUBE STEEL / TOP SET SPECIALLY REFERENCED AT EACH LOCATION. N
<br />DW. DISHWASHER .D. T.S.0TOILET SEAT COVER DISPENSER O MOD. MODULAR 3. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL D-2 DETAILS � � is)
<br />DWR. DRAWER M.T. METAL THRESHOLD T.V. TELEVISION [GARAGE CONVERT INTO ADU UNIT] M--� _
<br />MTL. METAL TYP. TYPICAL HAVE PRECEDENCE OVER SGALED DIMENSIONS. 10. GHANGES TO THE APPROVED DRAWINGS AND
<br />E EAST THE GONTRAGTOR/OWNER SHALL VERIFY AND BE SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A-2.1 2022 GAL GREEN BUILDING STANDARD (SHEET 1) 7—
<br />(E) EXISTING (N) NEW UG. UNDERCUT (N) FLOOR LIVING AREA: 407 Sa. FT.
<br />EA. EACH N NORTH / NO / NONE UNF. UNFINISHED RESPONSIBLE FOR ALL DIMENSIONS AND A GHANGE ORDER APPROVED BY THE DESIGNER.
<br />E.B. EXPANSION BOLT NAT. NATURAL U.N.o UNLESS NOTED OTHERWISE CONDITIONS ON THE JOB AND THE DESIGNER MUST A-2.2 2022 GAL GREEN BUILDING STANDARD (SHEET 2)
<br />------------------------------
<br />---- L
<br />E.E. EASED EDGES NEE. NO EASED EDGES U.O.N. UNLESS OTHERWISE NOTED `� 4Ll
<br />IS
<br />E.F. EXHAUST FAN / EACH FACE N.I.G. NOT IN CONTRACT UK. URINAL BE NOTIFIED OF ANY VARIATIONS FROM THE 11. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR TOTAL LIVING AREA
<br />ELEV. ELEVATION NO. NUMBER DIMENSIONS AND CONDITIONS SHOWC
<br />N BY THESE PASSAGE OF PIPING, ELETRICAL CONDUIT, T-24 TITLE 24 407 Sa. FT. O Z
<br />ELECT. ELECTRICAL NOM. NOMINAL VAG. VACUUM DRAWINGS. DUCTWORK AND OTHER MATERIALS THAT WOULD
<br />ENCL. ENCLOSURE N.S. NEAR SIDE V.G.T. VINYL COMP051TION TILE T- 2 4 TITLE 2 4
<br />ENG. ENGINEER N.T.S. NOT TO SCALE VERT. VERTICAL REDUCE THE 5TREN67H OF MASONRY OR
<br />EQ. EQUAL VEST. VESTIBULE 4. PLAN DIMENSIONS SHOWN FOR NEW CONCRETE WALLS OR FOOTINGS OR FRAMING 15 LOT COVERAGE:
<br />EQUIP. EQUIPMENT O OVEN V.G. VERTICALAIN CONSTRUCTION ARE TAKEN TO FACE OF STUD OR NOT PERMITTED UNLE55 THE WORK 15 DONE IN A-6 ELECTRICAL PLAN
<br />EQUIV. EQUIVALENT O/ OVER V.I.F. VERIFYYININ FIELD TOTAL LOT COVERAGE 1 ,7 5 2 5Q. FT.
<br />E.S. EACH SIDE OA OVERALL Y.L. VERIFY LOCATION FACE OF CONCRETE EXCEPT DIMENSIONS WHIGH ACCORDANCE WITH THE STANDARD DETAILS
<br />E.W. EACH WAY 055 OBSCURE V.R. VERIFY REQUIREMENT A
<br />EXH. EXHAUST O.G. ON CENTER V.T. VINYL TILE ARE NOTED OTHERWISE. SHOWN ON THE STRUCTURAL DRAWINGS. THIS
<br />EXP. EXPANSION O.D. OUTSIDE DIAMETER V.T.R. VENT THRU ROOF WORK MUST BE APPROVED BY THE PROJECT
<br />----------------------------------
<br />EXT. EXTERIOR OF OVERFLOW V.W.G. VINTL WALLGOVERING 5. HEIGHTS SHOWNOTES -CITY OF SANTA ANA: N OR NOTED A.F.F. (ABOVE FINISHED INSPECTOR PRIOR TO CLOSING IN OR CASTING. LOT COVERAGE % (55% MAX.): 24.1 �I%
<br />O.F. OUTSIDE FACE COVER SHEET
<br />F. FACE OFF. OFFICE FLOOR) ARE TO BE MEASURED FROM TOP OF REFER TO STANDARD STRUCTURAL DETAILS AND
<br />F.A. FIRE ALARM OPNG. OPENING W WEST (ADU / 5FD 5F): 407 5F / 1,525 SF = 30.7 1 NOTE: GENERAL DATA
<br />FINISHED FLOORING MATERIAL. EXCEPTION: AT SPECIFICATIONS FOR THE RELATIONSHIP OF
<br />F.B.O. FURNISHED OTHERS OFF. OPPOSITE IN/ INITHING. WATER CLOSET AREAS THAT RECEIVE CARPET OR RESILIENT UNDERGROUND CONDUIT AND PIPING TO THESE CALCULATIONS ARE FOR DESIGNER USE
<br />F.E. FIRE EXTINGUIUI SHER riv. WOOD
<br />F.E.G. FIRE EXTINGUISHER CABINET P PAINT FLOORING, HEIGHTS ARE TO BE MEASURED FROM FOUNDATIONS, OPENINGS, PIPING IN FRAMED WALL, THE ADU SF / SFD SF RATIO 15 FOR PARK $ REG FEE PURPOSE ONLY AND ARE NOT INTENDED FOR USE BY OTHERS.
<br />F.F. FIN15H FLOOR / FACTORY FIN15H PAN. PANEL WIN. WINDOW ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SF"
<br />F.G. FLAT GRAIN / FIN15H GRADE P.B. PROTECTION BOARD W.H. WATER HEATER TOP OF CONCRETE SLAB. AND OTHER SPECIAL CONDITIONS DESIGNED FOR OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF
<br />FGL FIBER61-A55 P.B.W.L. PAPER BACKED WIRE LATH W/O WITHOUT THIS PROJECT.
<br />F.H.G. FIRE HOSE CABINET P.G.F. POUNDS PER CUBIC FOOT INF. WATERPROOF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR LEGAL JURISDICTION.
<br />W.R. WATER RESISTANT 6. THE CONTRACTOR/OWNER SHALL STUDY AND DRAKNO TITLE:
<br />PH.M.S. FLATHEAD MACHINE SCREW FL. PERFORATED y.�.R.B. WATER RE515TIVE BARRIER COMPARE ALL DRAWINGS AND SHALL REPORT 5F" OF THE EXISTING RESIDENCE. CITY OF SANTA ANA, CALIFORNIA
<br />F.H.S. FIRE HOSE STATION PL. PLATE
<br />FH.W.S. FLATHEAD WOOD 5GREW P.L. PROPERTY LINE WT. WEIGHT ANY DISCREPANCIES OR INCONSISTENCIES TO THE
<br />FIN. FINISH PLAIT. PLASTER W.W.F. WELDED WIRE FABRIC
<br />FIXT. FIXTURE P.L.F. POUNDS PER LINEAL FOOT DESIGNER BEFORE COMMENCING WORK IN THAT o
<br />F.L. FLOOR LINE PLYWD. PLYWOOD AREA. rovem APPLICABLE CODES: FOR ALL BELOW
<br />Y YES PLAN CHECK:
<br />FL FLOW LINE P.M.F. PRESSED METAL FRAME p 2022 CALIFORNIA BUILDING GORE (GBG)
<br />YD. YARD o ea P&K Research Santa Ana
<br />FLASH. FLASHING 0 PR. PAIR E c w
<br />r J z 2022 CALIFORNIA RESIDENTIAL GORE (CRG) FLAN GHEGK# 1 O 1 123252
<br />E Joana Dr 2022 CALIFORNIA MECHANICAL CODE (CMG)
<br />PROJECT DIRECTORY: 2022 CALIFORNIA PLUMBING CODE (CPC) CSC# 450461 3
<br />2022 CALIFORNIA FIRE GORE
<br />2426 Larchmont Avenue O 2022 CALIFORNIA ELECTRICAL GORE (GEC)
<br />d REVISIONS: DATE
<br />California Motors 2022 BUILDING ENERGY EFFICIENCY STANDARDS
<br />OWNER: SAUL ROMAN DESIGNER: ANTHONY NGUYEN CIVIL HUE C. LIU C -6 6 7 5 4 •v a Direct - Santa Ana oa- 1 1 -2025
<br />fa' Cherry St o usea cat 2022 CALIFORNIA ENERGY CODE (TITLE 24, PART6)
<br />2426 LARCHMONT AVE. (MAIN HOUSE) 1 1 25 1 WESTMINSTER AVE. ENGINEER: 1 0732 LA BATISTA AVE., d en � - 2022 CALIFORNIA GREEN BUILDING STANDARDS 0
<br />2426 LARCHMONT AVE. UNIT #2 (NEW ADU) GARDEN GROVE, GA C12545 FOUNTAIN VALLEY, GA 92-105 a' a' •r LL, v, COPE (CALGREEN) oq-o1-2025
<br />SANTA ANA, GA 9210 6 E E !J z
<br />SANTA ANA MUNICIPAL GODS 3
<br />TEL: (7 1 4) 465-7 1 65 TEL: (7 1 4) 679-9756 Y = t
<br />TEL: (7 1 4) 4 7 2-600 1 EMAIL: NGUYEN.ADESIGN@YAHOO.GOM o LL Beechwood St
<br />'° RESIDENTIAL DWELLINGS:
<br />EMAIL: ROMANSAUL@HOTMAIL.COM 4. 0
<br />a'
<br />c Aspen St Santa Ana F `1 CONSTRUCTION TYPE: V-B DRAWN BY: ANTHONY NGUYEN
<br />1 : o Station OCCUPANCY GROUP: R-5/ U
<br />SCALE: AS NOTED
<br />TITLE 24 DUG PHAM >• Aspen St c NUMBER OF STORY: 01
<br />•rir�M��isa::UC:1:!r�rYv ���*00000LELriiiila raZA4e
<br />FIRE SPRINKLER: NO DATE: 09-0 1 -2025
<br />ENERGY 1 6 6 9 1 MYTINGER LN.,
<br />1C m n MAIN DWELLING UNIT- BLDG HEIGHT: EXISTING PROJECT NO: N2403 103
<br />CONSULTANT: HUNTINGTONBEACH,GA C1264-1 U. Grand -Santa Clara
<br />NUMBER OF STORY: 0 1 SHEET NO. 0 1 OF 15 SHEETS
<br />1/2 MILE OF
<br />E Santa Clara Ave
<br />TEL: (7 1 4) 7 1 7 -6 ci 7 6 � Claud's Doggy FIRE SPRINKLER: NO
<br />PUBLIC TRANSIT Pool DayCare 9 Trinity Law School ADU UNIT- BUILDING HEIGHT: EXISTING
<br />SCALE: N.T.S. o
<br />U A�l
<br />E Avalon Ave —
<br />E Buffalo Ave -'
<br />
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