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11
<br /> Symbols Abbreviations Sheet Index I.
<br /> u C ros . o ee enan mprovement
<br /> ARGHITEGTURAL SHEETS
<br /> T-1.0 Title Sheet
<br /> T-1.1 CALGreen Chack List / Details
<br /> Room name ROOM NAME/NUMBER
<br /> ioi T-1.2 GALGreen Notes
<br /> o A-1.0 Floor Plan
<br /> ■
<br /> A-2.0 Reflected Ceiling Plan
<br /> IL 101 DOOR SYMBOL -
<br /> } A-3.0 Enlarged Plans / Interior Elevations
<br /> _ = - A-4.0 Door Schedule I�
<br /> AD-1.0 Details �I
<br /> Q Q &RID LINE SYMBOL = j AD-1.1 Details 1465 North Van Ness Avenue
<br /> 0 - F-1.0 Finish Plan s 5Ghedule Fresno, Califorina 93728
<br /> 559.442.4642
<br /> San Joaquin County 559.485.9081
<br /> (x 1t AINDOA TA& � � �• • o� PLUMBING SHEETS
<br /> Environmental Health Department P-1.0 Plumbing Plan
<br /> p www.itarchinc.com
<br /> < 1868 E. Hazelton Ave. g
<br /> Stockton, CA 95205
<br /> LU P
<br /> (209)468-3420 MECHANICAL SHEETS
<br /> � X� KEYNOTE SYMBOL r �; ��v�;.. ...•�`•
<br /> ��c>R
<br /> M-1.0 Mechanical Floor Plan
<br /> _ APPROVED WITH CONDITIONS M-2.0 Energy Compliance
<br /> z
<br /> PLAN REVISION SYMBOL
<br /> Z For conditions, please see approval letter dated: 3-19-20 ELECTRICAL 5
<br /> ELEVATION MARK EL SHEETS
<br /> f �j
<br /> CL Q DIRECTION ELEVATION SYMBOL Approved by: "�/�' "a�/� �a /��L Date: Mar 19, 2029 E1 Electrical Floor / Roof Plan
<br /> Q 1/A101 SHEET NUMBER E2 Electrical Lighting Plan / Daylit Areas
<br /> - E3 One Line Diagram
<br /> 1i WALLMARK SYMBOL E4 Note5 and SGhedule5 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
<br /> LU Architect
<br /> LU
<br /> E5 T-24
<br /> Z LLf
<br /> 1 51M DETAIL NUMBER E6 T-24
<br /> A101 DETAIL GUT SYMBOL 530 South Cherokee Lane Grand total: 19
<br /> SHEET NUMBER
<br /> v
<br /> W ZT
<br /> Suite #1o1\
<br /> O SECTION GUT SYMBOL Lod i California 95240-
<br /> E
<br /> _ IQ ai
<br /> � z
<br /> General Notes Reference Site Plan °
<br /> LU ELEVATION MARK
<br /> Z
<br /> 0 � 1 THE LATEST ADOPTED EDITIONS OF THE CORDES, STANDARDS, AND REGULATIONS ALL ENTRANCES TO BUSINESSES ARE REQUIRED TO BE SERVED BY AN
<br /> Z O REQUIRED BY THE LOCAL JURISDICTION SHALL GOVERN ALL WORK SHOWN IN THESE ACCESSIBLE PEDESTRIAN ROUTE BETWEEN PUBLIC WAY AND BU51NE55
<br /> v CONSTRUCTION DOCUMENTS. ENTRANCE.
<br /> Lu < NORTH
<br /> 0 J 2 DEVELOPMENT SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED EDITIONS OF THE WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1) W
<br /> CD ARE CONTINUOUSLY ACCESSIBLE, (2) HAVE A MAXIMUM 1/2" CHANGES IN
<br /> 1L CALIFORNIA BUILDING CODE (GBG)TITLE 24 WHICH INCLUDES: THE INTERNATIONAL ro
<br /> Q Ul BUILDING CODE, UNIFORM MECHANICAL CODE, UNIFORM PLUMBING CODE, INTERNATIONAL ELEVATION, (3)ARE A MINIMUM OF 45" IN WIDTH, (4) HAVE A MAXIMUM 2%
<br /> PROJECT NORTH SYMBOL FIRE CODE, NATIONAL ELECTRICAL CODE, CALIFORNIA ENERGY GORE, AND DISABILITY GROSS SLOPE, AND (5)WHERE NECESSARY TO CHANGE BETWEEN
<br /> F-
<br /> W ACCESS STANDARDS A5 APPROVED BY THE BUILDING INSPECTION DIVISION. ELEVATION AT A SLOPE EXCEEDING 5% (I.E. 1:20) SHALL HAVE RAMPS N J O
<br /> LU L COMPLYING WITH 2016 GBG, SECTION 11B-405 OR 11A-405 A5
<br /> IL 0) APPROPRIATE. WHERE A WALK GROSSES OR ADJOINS A VEHICULAR WAY,
<br /> 0) — CALIFORNIA ADMINISTRATIVE CODE - 2019 N
<br /> LU PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (GGR) AND THE AALKIN& SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS 4) QJ
<br /> 1 Ow CALIFORNIA BUILDING CODE - 2019 OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR
<br /> LU PART 2, TITLE 24, CCR 3 AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING � — O O1
<br /> 8 AND O ^HIGH 15 36" WIDE, COMPLYING WITH 2016 GBG, SECTION 11B-7051.2.5 ��
<br /> @ AT MAS. MASONRY (2018 NTERNATON BUILDING GORE) O L ro
<br /> Z w CALIFORNIA ELECTRICAL CODE - 2019 EXISTING PARKING AREA Q) •—
<br /> 0 ANGLE MAT. MATERIAL(5) PART 3, TITLE 24, CCR
<br /> NO WORK UNDER THIS PERMIT V
<br /> � a CENTERLINE MAX. MAXIMUM
<br /> DIAMETER OR ROUND M.B. MACHINE BOLT (2017 NATIONAL ELECTRICAL CODE) L
<br /> Z O CALIFORNIA MECHANICAL CODE - 2019 O
<br /> Z Z PERPENDICULAR MECH. MECHANICAL PART 4, TITLE 24, CCR 0 ri
<br /> O O PLATE MEMB. MEMBRANE (2018 UNIFORM MECHANICAL GORE) O
<br /> Q � # POUND OR NUMBER MEZZ. MEZZANINE L
<br /> Z 0 CALIFORNIA PLUMBING CODE - 2019 M 4-J
<br /> MFR. MANUFACTURE(ER)
<br /> PART 5, TITLE 24, CCR
<br /> W
<br /> Q A.B.S. ACRYLONITRILE BUTADIENE STYRENE MIN. MINIMUM (2015 UNIFROM PLUMBING CODE) ❑ �, O V
<br /> ILS A.G. ASPHALTIC CONCRETE MIR. MIRROR
<br /> CALIFORNIA ENERGY CODE - 2019 V
<br /> Z W A/C AIR CONDITIONING MISC. MISCELLANEOUS PART 6, TITLE 24, CCR N U v I '—
<br /> 0 V ACOUS. ACOUSTICAL MLD&. MOLDING,MOULDING +J O a--i
<br /> LU� Z CALIFORNIA PART9, TIT E 240DER- 2019 •C (1n O
<br /> ADJ. ADJUSTABLE MTD. MOUNTED
<br /> A.F.F. ABOVE FINISH FLOOR MTL. METAL (2015 INTERNATIONAL FIRE CODE)
<br /> ALUM. ALUMINUM MULL. MULLION CALIFORNIA GREEN BUILDING STANDARDS CODE - 2019 General Project Data 0 � U) J
<br /> lL V ANOD. ANODIZED PART 11, TITLE 24, CALIFORNIA CODE OF REGULATIONS (GGR)
<br /> Q APPROX. APPROXIMATE N. NORTH CALIFORNIA REFERENCED STANDARDS CODE - 2019
<br /> LU O EXISTING SHELL BUILDING DATA:
<br /> 1L Z ARCH. ARCHITECTURAL) (N) NE^ PART 12, TITLE 24, CALIFORNIA CODE OF REGULATIONS (GGR)
<br /> 0 p A.S. ADJUSTABLE SHELF N.I.G. NOT IN CONTRACT NO SITE WORK UNDER THIS SCOPE
<br /> C-1
<br /> Z NOM. NOMINAL
<br /> w w 5 THESE DRA^IN65 SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HO^EVER, IT 15 THE APN NUMBER: 047-45-46 S 47
<br /> BD. BOARD N.T.S. NOT TO SCALE
<br /> Q BLDG. BUILDING RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND
<br /> Q BLK. BLOCK o/ OVER MATERIALS NECESSARY TO RENDER THE AORK COMPLETE, A5 15 THE INTENT OF THESE DASHED LINE SHOWS EXISTING ACCESSIBLE ZONING: MCO (MIXED USE)
<br /> BLK. BLOCKING OBS. OBSCURE DRA^IN65, EITHER SHO^N OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED ACCESSIBLE ROUTE TO PARKING STALLS.
<br /> 01 O BM. BEAM O.G. ON CENTER(5) CONSTRUCTION PRACTICES. PUBLIC WAY. CONSTRUCTION TYPE (BUILDING SHELL): TYPE VB, NON-5PRINKLERED
<br /> } O BOT. BOTTOM O.D. OUTSIDE DIAMETER #OF STORIES: 1
<br /> BT^N. BETWEEN OFF. OFFICE 4 CONSTRUCTION DOCUMENTS (DRA^ING5)ARE NOT TO BE SCALED. ^BITTEN DIMENSIONS
<br /> B.W. BOTH WAYS O.H.M.S. OVALHEAD MACHINE SCREW SHALL GOVERN. o o ❑
<br /> w J O.H.W.S. OVALHEAD WOOD SCREW LAND AREA: ±26,000 S.f.
<br /> (�co GAB. CABINET OPN&. OPENING
<br /> LU GEM. GEMENT OFF. OPPOSITE 5 ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT W
<br /> FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY^ORK. ALL SUCH NOTIFICATIONS TO SHELL BUILDING AREA: 4,200 5.f.
<br /> GER. CERAMIC. Z
<br /> Q THE ARCHITECT SHALL BE SUBMITTED IN TYPE^BITTEN FORM.
<br /> G.I. CAST IRON P.B. PANIC BAR
<br /> v �_ GLC. GEILING PART.BD. PARTICLE BOARD J 11
<br /> LU } GLK&. GAULKING P.D. POWER DRIVEN 6 GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY ALL EXISTING
<br /> (� W PROPOSED DUTCH BROTHERS COFFEE:
<br /> w V BUILDING &SITE DIMENSIONS FOR ACCURACY WITH CONSTRUCTION DOCUMENTS. HE SHALL ooeo oa o== ooh o° '� °°eeoo oa
<br /> Z GLR. GLEAR(ANCE) P.G. PAINT GRADE WW.
<br /> LU G.M.U. CONCRETE MASONRY UNIT PERF. PERFORATE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO SUBMISSION OF BIDS AND START
<br /> Q 0 COL. COLUMN PLAS.LAM. PLASTIC LAMINATE OF CONSTRUCTION Y a USABLE AREA: 1,500 S.f. Q)
<br /> GOMP. GOMPOSITION PLAS. PLASTER O >
<br /> D
<br /> GONG. CONCRETE PLYYVD. PLYWOOD 7 TH15 PERMIT DOES NOT INCLUDE ANY HIGH-PILE STORAGE (PER CFC) OR RACK STORAGE OCCUPANCY: B 0
<br /> Z G.T. CERAMIC TILE PR. PAIR OVER 8 FEET IN HEIGHT. ANY SUCH PROPOSED STORAGE WILL REQUIRE SUBMITTAL OF W 10 EXISTING BUILDING L
<br /> GTR. COUNTER PSF POUNDS PER SQUARE FOOT PLANS AND APPLICATION FOR PERMIT(S). 2016 GFG CHAPTER 32. _ 7
<br /> J } CTSK. COUNTERSINK PSI POUNDS PER SQUARE INCH U 4,200 S.F. m
<br /> N d P.T. PRESSURE TREATED EXISTING PARKING PROVIDED:
<br /> Q DBL. DOUBLE PART. PARTITION a INSTALL APPROVED FIRE EXTINGUISHERS TO BE LOCATED AND APPROVED BY THE FIRE (n C)
<br /> v DEPT. DEPARTMENT P.T.DI5P. PAPER TOWEL DISPENSER DEPARTMENT. PROVIDE THE NUMBER AND TYPE OF FIRE EXTINGUISHERS A5 REQUIRED BY STANDARD STALLS: 40
<br /> THE FIRE MARSHAL SUITABLE FOR THE TYPE OF CONSTRUCTION PER ("FC 906. W U
<br /> DET. DETAIL P.V.G. POLYVINYL CHLORIDE 1
<br /> Q D.F. DOUGLAS FIR LOCATION OF DUTCH BROS. AGGESSIBLE STALLS: 2
<br /> Q DIA&. DIAGONAL R. RISER 9 VERIFY EXISTING STREET ADDRESS NUMBERS OF SUFFICIENT SIZE LOCATED 50 AS TO BE s s COFFEE TENANT (o
<br /> DIA. DIAMETER R.A. RETURN AIR PLAINLY VISIBLY FROM THE STREET OR ROAD FRONTING THE SUITE (12" HIGH). IMPROVEMENT. TOTAL STALLS: 42 `3) n/ (�
<br /> DIMEN. DIMENSION RAD. RADIUS LL .
<br /> O v DISP. DI5PENSER/DI5POSER R.D. ROOF DRAIN 4-
<br /> 1L w 10 GENERAL CONTRACTOR SHALL PROVIDE/CONFIRM THAT A 5" x 5" SYMBOL OF
<br /> Y L DN. DOWN REG. REGISTER ACCESSIBILITY 15 PLACED AT ALL PRIMARY BUILDING ENTRANCE(S) (GBG 118-705.7.2.1). O
<br /> O DR. DOOR REF. REFRIGERATOR z ( ) O O
<br /> DR^&. DRAWING REINF. REINFORCED v /�-�
<br /> Z Q DAR. DRAWER REa'D. REQUIRED 11 SURFACE SLOPES OF PARKING SPACES AND UNLOADING ZONES FOR PERSONS WITH e EXISTING TRASH ENCLOSURE. ]..L
<br /> L6`� D.A. DISH RASHER REOMT. REQUIREMENT DISABILITIES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 2% IN ANY e NOT PART OF SCOPE. (/)
<br /> z
<br /> RESIL. RESILIENT DIRECTION (GBG 115-502.4). 0 � (�
<br /> W Q E. EAST REV. REVERSED MM� �•—/� �./
<br /> ILS EA. EACH R.H.M.S. ROUND HEAD METAL SCREW 12 THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT, ^HEN TESTED IN ACCORDANCE^ITH s IW L
<br /> v Q ELEV. ELEVATION,ELEVATOR R.H.A.5. ROUND HEAD ROOD SGREA ASTM C10255 TEST PROCEDURE FOR COEFFICIENT OF FRICTION. 0 s a S
<br /> � N ELEC. ELECTRICAL) RM. ROOM 7 i M O
<br /> = EMER. EMERGENGY R.S. RESAAN , NO SITE WORK UNDER THIS SCOPE 4J U W
<br /> ENOL. ENCLOSURE RUB. RUBBER 13 PROVIDE AIRTIGHT CAULKING OR &ASKETIN& AT ALL PERIMETER^ALL SILL PLATES, U M �
<br /> lL Q JAMBS, ELECTRICAL OUTLETS AND S^ITCHES, OR OTHER SOURCES OF AIR INFILTRATION. W
<br /> (37- E.P.S. EXPANDED POLYSTYRENE RAD. RED^OOD N
<br /> J EQUIP. EQUIPMENT R.A.L. RAIN RATER LEADER PROVIDE HEATHER-STRIPPING AT ALL EXTERIOR DOOR(S). s z Q l �I
<br /> r D
<br /> r LL EXIST. <E> EXISTING ° ri
<br /> W Q EXT. EXTERIOR S. SOUTH 14 TESTING OF EMERGENCY LIGHTING I5 REQUIRED. GALL FOR TESTING PRIOR TO FINAL D a
<br /> 1L w S.B. SOLID BLOGKIN& INSPECTION (TESTING MUST BE BY DISCONNECTION& THE MAIN). a ° q Q e7 O
<br /> (L/ < F.A. FIRE ALARM S.G. SOLID GORE
<br /> W O FAST. FASTEN,FASTENER SCHED. SCHEDULE 15 PROVIDE 'KNOX BOX' IN LOCATION APPROVED BY THE FIRE DEPARTMENT. D D
<br /> LU F.B. FLAT BAR SECT. SECTION . O a
<br /> Publishing Status
<br /> F.D. FLOOR DRAIN SERV. SERVICE } O
<br /> Q FND. FOUNDATION S.F. SaUARE FOOT 16 THE GENERAL CONTRACTOR SHALL COORDINATE THE FIRE ALARM SYSTEM INTERFACES
<br /> Z
<br /> F.E. FIRE EXTINGUISHER 5.6. STAIN GRADE BETWEEN THE FIRE ALARM CONTRACTOR, SPRINKLER CONTRACTOR, MECHANICAL
<br /> } w FIBER&L. FIBERGLASS SH. SHELF,SHELVING CONTRACTOR AND ANY OTHER PERTINENT TRADES (FIRE ALARM, SPRINKLER SYSTEM, Schematic
<br /> QV FIN. FINISHED) SH^R. SNORER HOOD AND VENT EXTINGUISHING SYSTEM, HVAC, FIRE SMAOKE DAMPERS, ETC.). ALL^ORK L NORTH
<br /> LU v F.H.M.S. FLATHEAD MACH.SGREA SHT. SHEET MUST REMAIN VISIBLE AND MAY NOT BE COVERED UNTIL THE REQUIRED FIRE INSPECTIONS
<br /> 7- LU HAVE BEEN COMPLETED BY THE FIRE DEPARTMENT.
<br /> F.H.A.S. FLATHEAD ROOD SGREA SHT'&. SHEATHING
<br /> Q 2 FLASH. FLASHING SIM. SIMILAR
<br /> Design Developri
<br /> L FLR. FLOOR(INC) S.S. STAINLESS STEEL/SERVICE SINK 17 PROVIDE A SMOKE DECTOR IN THE MAIN SUPPLY AIR DUCT OF EACH HVAC UNIT TO SHUT
<br /> 4 FLUOR. FLUORESCENT S.M. SHEET METAL OFF THE POWER SOURCE OF THE UNIT UPON THE RECTION OF SMOKE^HEN THE TOTAL
<br /> F.O. FACE OF S.M.S. SHEET METAL SGREA CFM 15 EXCESS OF 2000. 2019 GMC. 608/605.1 Site Plan Review
<br /> Z lL F.O.S. FACE OF STUDS SPEC. SPECIFICATION
<br /> O F.R.P. FIBERGLASS REINF.PANEL Sa. SaUARE
<br /> Q/ Z FT. FOOT OR FEET STL. STEEL 1" = 20'-0"
<br /> Q O FURR. FURRED(INC) STD. STANDARD Bidding
<br /> N 0 STAG. STAGGERED
<br /> &A. GAUGE,GAGE STOR. STORAGE
<br /> } w &ALV. GALVANIZED STRUCT. STRUCTURAL Project Directory Vicinity Map p
<br /> � � Plan Check 2/20/2020
<br /> G.B. GRAB BAR SUSP. SUSPENDED
<br /> LU Q LU G.I. GALVANIZED IRON SYM. SYMMETRY(ICAL)
<br /> Z &L5. &LASS,GLAZING
<br /> N G.A.B. GYPSUM^ALLBOARD T. TREAD
<br /> w w TEL. TELEPHONE Revisions
<br /> IL 2 HBD. HARDBOARD TEMP. TEMPERED E PINE ST
<br /> LU~ H.G. HOLLO^GORE T d G TONGUE$GROOVE Owner Mechanical
<br /> 0 HDR. HEADER THK. THICK(NESS) DUTCH BROS. COFFEE, ELK GROVE SIERRA ARCHITECTURAL SHEET METAL
<br /> Q HDAR. HARDWARE THRESH. THRESHOLD 12554 SIMPSON RABCH ST. 10499 N. MADSEN
<br /> H.M. HOLLO^METAL T.J.I. TRUS JOIST INTERNATIONAL
<br /> Q � WILTON, CALIFORNIA 95693 GLOMS, CALIFORNIA 93619
<br /> LU HORZ. HORIZONTAL T.O. TOP OF
<br /> H ph: (559) 801-5996
<br /> LU HT. HEIGHT T.P.H. TOILET PAPER HOLDER
<br /> w HTC. HEATING TV TELEVISION E LORI AVE
<br /> Q Q H.A. HOT RATER TYP. TYPICAL
<br /> HAD. HARDWOOD
<br /> Z H.V.A.G. HEATING/VENTILATING/AIR U.B.G. UNIFORM BUILDING CODE
<br /> CONDITIONING U.L. UNDERWRITER'S LABORATORIES Organization Architect Plumbing
<br /> IL w U.O.N. UNLESS OTHER^ISE NOTED
<br /> Q O I.G.B.O. INTERNATIONAL CONFERENCE OF UR. URINAL EDEN ST
<br /> BUILDING OFFICIALS IT ARCHITECTURE, INC. EXCEL PLUMBING
<br /> 0 I.D. INSIDE DIAMETER A. REST 1. THE ORGANIZATION OF THESE DRAAIN&5 15 NOT INTENDED TO CONTROL THE DIVISION 1465 NORTH VAN NESS AVE. 1099 EAST GHAMPLAIN DR.
<br /> ~ NCL. INCLUDE(D)(INC) FRESNO, CALIFORNIA 93725 FRESNO, CALIFORNIA 93720
<br /> Z ATH. WIDTH,AIDE OF WORK AMONG SUBCONTRACTORS. IT SHALL BE THE GENERAL CONTRACTOR'S h (559) 442-4642 h
<br /> LU } IN5UL. INSULATE(D)(INC) p : p (559) 430-7446
<br /> A/ WITH RESPONSIBILITY TO DIVIDE THE WORK. fax: (559) 485-9081 fax: (559) 660-5289
<br /> W Q INT. INTERIOR yy.C. RATER CLOSET
<br /> Z AD. ROOD email: todd@itarchirr—Com
<br /> O JAN. JANITOR 2. COPIES OF THESE DRAWINGS ARE SUPPLIED TO THE O^NER, AND THE CONTRACTOR FOR PROJECT LOCATION. moommom
<br /> ADA. AINDOA USE IN THE CONSTRUCTION OF THI5 PROJECT ONLY. THE DRAWINGS ARE NOT TO BE p NORTH
<br /> J.H. J015T HANGER Scale
<br /> Q� Z A.H. RATER HEATER REPRODUCED, CHANGED, OR COPIED IN ANY FORM OF MANNER WHATSOEVER, NOR 0
<br /> Q Q JT. JOINT O
<br /> A.I.G. AOOD^ORK INSTITUTE OF CALIFORNIA ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN W �
<br /> As indicated
<br /> z A/o WITHOUT PERMISSION OF THE ARCHITECT. Contractor Electrical z
<br /> KIT. KITCHEN yy.P. WATERPROOF(INC) g W Q
<br /> O K6 CONSTRUCTION, INC. HARRIS ELECTRIC H
<br /> N A.R. RATER RESISTENT W Q Y Project Manager
<br /> LU L. LENGTH 3. IT 15 THE INTENTION OF THESE PLANS AND SPECIFICATIONS TO COVER ALL THINGS 4433 E. COPPER AVE. 4679 NORTH EL GAPITIAN AVE. W U
<br /> (� A.S. ROOD SGREA CLOVIS, CALIFORNIA FRESNO, CALIFORNIA 93722 Y U W
<br /> O LAM. LAMINATE REQUIRED TO MAKE COMPLETE AND OPERATIVE SYSTEMS. CONTRACTOR IS TO FURNISH
<br /> ASGT. WAINSCOT 0 Z m TODD CLARK
<br /> N LAV. LAVATORY yyT. HEIGHT ALL LABOR, MATERIALS TRANSPORTATION, EQUIPMENT, MISCELLANEOUS SERVICES, 93619 ph: (559) 271-0970 W W
<br /> W L.B. LAG BOLT ETC., REQUIRED TO AGGOMPLISH THI5 RESULT. ANYTHING AHIGH MAY BE REASONABLY ph: (559) 341-3627 fax: (559) 271-0550 D
<br /> (� O A.A.M. ^ELDED^IRE MESH fax: (559) 472-7553 J NTS
<br /> Ldn DAY-NIGHT SOUND LEVEL CONSTRUED A5 A NECESSARY PART OF THE INSTALLATION 15 TO BE INCLUDED WHETHER 0 0 Project Number
<br /> J LOG. LOCATE(ION) SPECIFICALLY SHOWN OR MENTIONED. THE ARCHITECT^ILL GIVE ANY INTERPRETATIONS
<br /> D
<br /> NECESSARY FOR THE CONTRACTOR TO PROPERLY ESTIMATE THE PROJECT. E KETTLEMAN LANE 18-026 Lodi
<br /> Sheet
<br /> 7pppp-
<br /> Title T- i . o
<br /> F:\01-Project5\2015\18-026 DB\18-026 Lodi 2\1:)rawings\Digital Model\18-O2&_Lodi2-R5.rvt
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