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HomeMy WebLinkAboutCover Sheet A0.0 CITY APPROVAL STAMPS GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND EXISTING BUILDING CONDITIONS THAT MAY AFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES, PRIOR TO ID SUBMITTING A BID. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE INCLUDING THOSE SHOWN ON RECORD DRAWINGS, AND CONDITIONS RELATED TO THE LOCATION OF EXISTING UTILITIES AND SERVICES BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR THE ABOVE. ALL DISCREPANCIES D R I F T M I E R SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. � A R C H I T E C T S 2. DO NOT SCALE DRAWINGS OR DETAILS -- USE GIVEN DIMENSIONS. CHECK DETAILS FOR WAFD BANK TEN MILE LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DIMENSIONS ON PLANS ARE TO FACE OF EXISTING FINISHES, FACE OF NEW STUDS, DOOR AND WINDOW OPENINGS, 7983 LEARY WAY NE, REDMOND,WA 98052 GRIDLINE OR CENTERLINE. U.N.O. (425)881-7506 MAIL@DRIFTMIER.COM 3. NEW DOORS AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE (4.5") FROM FACE OF ADJACENT FINISHED WALL ON THE HINGE SIDE OF DOOR. ABBREVIATIONS4. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO ACOUS. ACOUSTICAL H.B. HOSE BIB DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO ACW ALUMINUM CLAD WOOD H.C. HOLLOW CORE REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 688 N CLIFF CREEK LN MERIDIAN ID 83642 A.D. AREA DRAIN HDWD. HARDWOOD A.F.F. ABOVE FINISHED FLOOR H.M. HOLLOW METAL 5. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE A.H.J. AUTHORITY HAVING JURISDICTION HORIZ. HORIZONTAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY THE ARCHITECT OF AGGR. AGGREGATE HR. HOUR ANY RESULTING CONFLICTS. AL ALUMINUM HGT., HT. HEIGHT ALUM. ALUMINUM H.W.H. HOT WATER HEATER 6. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CONDITIONA us RMIT ARCH. ARCHITECTURAL CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR ASB. ASBESTOS I.B.C. INTERNATIONAL BUILDING CODE THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE ASPH. ASPHALT INSUL. INSULATION LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. CONFORM TO INT.,INTER. INTERIOR AGENCY INSPECTOR'S COMMENTS AND CORRECTIONS. NOTIFY THE ARCHITECT OF ALL BD. BOARD CONFLICTS IMMEDIATELY& BEFORE PROCEEDING,AND ESPECIALLY IF INSPECTOR'S BLDG. BUILDING JAN. JANITOR REQUIREMENTS CHANGE OR ADD TO APPROVED PLANS AND CONTRACT DOCUMENTS. 9/ 18/2024 N BLKG. BLOCKING qq BM. BEAM LAM. LAMINATE 7. COORDINATE ALL OPERATIONS SUCH AS AREAS USED FOR MATERIAL STORAGE, B.O. BOTTOM OF LH LEFT HAND PARKING,ACCESS TO AND FROM WORK AND TIMING OF WORK WITH THE ARCHITECTto BOT. BOTTOM AND OWNER. ZONING CODE DATA VICINITY AND ZONING MAPS D RAW I N G INDEX M MAX. MAXIMUM LU C.B. CATCH BASIN MECH. MECHANICAL 8. INSTALL DUST BARRIERS, BARRICADES, GUARDS AND OTHER PROTECTION AS REQUIRED ZONING CLASSIFICATION: COMMUNITY BUSINESS DISTRICT C-C CLG. CEILING MTL. METAL TO PROTECT OCCUPANTS, INSTALLED FINISHES AND FACILITIES. Lakeview Golf Course® J Q CLKG. CAULKING MFR. MANUFACTURER CHANGE OF USE: NO CL. CLOSET MH. MANHOLE 9. SOME ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS ARE TO BE CLR. CLEAR MIN. MINIMUM "BIDDER DESIGNED" OR ARE PROVIDED BY OTHERS. THE ARCHITECT AND CONSULTING ADJACENT LAND USE: NORTH: COMMUNITY BUSINESS C-C C1eaoPup Dog Grooming Q A0.0 COVER SHEET m C.M.U. CONCRETE MASONRY UNIT MIR. MIRROR ENGINEERS WILL REVIEW ALL BIDDER DESIGN SUBMITTALS AND WILL DETERMINE IF THE SOUTH: MEDIUM-HIGH DENSITY RESIDENTIAL R-15 E O waigreens EAST: COMMUNITY BUSINESS C-C COL. COLUMN MISC. MISCELLANEOUS SUBMITTAL IS IN CONFORMANCE WITH THE GENERAL DESIGN CONCEPT. THIS REVIEW r�rr0 wCM1efry�^ W=h­Li, P"5 Cori '© CONC. CONCRETE DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONFORM TO THE WEST: MEDIUM-HIGH DENSITY RESIDENTIAL R-15 4 Meridian Middle School CONT. CONTINUOUS N.I.C. NOT IN CONTRACT REQUIREMENTS OF ALL CODES AND THE CONSTRUCTION DOCUMENTS. THE - _ SURVEY CPRSN. COMPRESSION NO., # NUMBER CONTRACTOR SHALL COORDINATE THE PLACEMENT OF BIDDER DESIGNED ITEMS WITH SETBACK REQUIREMENTS: FRONT: 0'-0"; Fuller Park MeridianHigi-School 1 OF 1 ALTA/NPS LAND TITLE SURVEY Q C.S. CRAWL SPACE N.T.S. NOT TO SCALE THE STRUCTURAL SYSTEM AND FRAMING. CONFLICTS SHALL BE BROUGHT TO THE SIDE/REAR : 0'-0" ARCHITECTS ATTENTION PRIOR TO BID AND THE REQUIRED MODIFICATIONS INCLUDED 10WPim,Ave F,neAve Vpi,,e MeridianUj DBL. DOUBLE 0/ OVER IN THE BID PRICE. MAX BLDG HEIGHT: 50'-0" DTL., DET. DETAIL O.C. ON CENTER Ten Mile CIVIL LU LOT COVERAGE: Chrsnar ch rci,� FedEx Ship Center a D.F. DRINKING FOUNTAIN O.H. OVER HEAD 10. CONCEPTUAL BIDDER DESIGN INFORMATION IS INCLUDED THROUGHOUT THE O C-1 CONDITIONAL USE SITE PLAN DIA. DIAMETER ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR LOT COVERAGE BY BLD: 2,435 SF = +/- 7.2% F,a k1 R: ®She 1n-WIIilams a k1 R. Paint tore DIM. DIMENSION PERF. PERFORATED TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR PAVED AREA 21,357 SF = +/-63.4% Meridian Speedway TOTAL LANDSCAPE AREA: 9,881 SF = +/-29.4% I]Grocery ., DISP. DISPENSERS P.LAM. PLASTIC LAMINATE WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY Storey Barr r DN DOWN PLWD. PLYWOOD CONSULTING ENGINEER(S) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TOTAL SITE AREA 33,673 SF " DR DOOR PR. PAIR TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY 5`ieE'Q © ARCHITECTURAL J Childrers r, Baia:A„ic�sus Museum of Idaho DS. DOWNSPOUT P.T. PRESSURE TREATED WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE PARKING REQUIRED MIN: 1/500 SF Ten MileC,in1c _ A1.0 SITE PLAN DWG. DRAWING PTD. PAINT CORRECTED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO (2435/500=4.87 = 5 STALLS) The HomeDep_t Q A2.4 FURNITURE& FINISH PLAN P.T.D. PAPER TOWEL DISPENSER THE OWNER OR ARCHITECT. N A2.3 ROOF PLAN PARKING PROVIDED: 17 9'x 20' STALLS Roaring 9prings EA. EACH ( ) _ = I water Park® o W E.J. EXPANSION JOINT QUAN. QUANTITY 11. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL (1) 8'x 20'VAN ACCESSIBLE PARKING Walmart Supercenter Woief111111 A3.0 BUILDING ELEVATIONS m " EL., ELEV. ELEVATION GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATION A3.1 BUILDING ELEVATIONS W ELECT. ELECTRICAL R RISERS ADHERENCE TO THESE REQUIREMENTS. IF THE GLAZING SUBCONTRACTOR FINDS BICYCLE PARKING REQUIRED: 1 BIKE _ A3.2 PERSPECTIVES EMER. EMERGENCY RAD. RADIUS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARDS, HE/SHE CHAP I BICYCLE PARKING PROVIDED: 1 BIKE RACK %tx E.P. ELECTRICAL PANELBOARD R.D. ROOF DRAIN SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE FUMR PARK ELEM -- •, EQ. EQUAL REF. REFRIGERATOR PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE STANDARDS WILL BE _, - _ EQPT. EQUIPMENT REINF. REINFORCED, REINFORCING ENTERTAINED REGARDLESS OF THE CONTENT OF THE DRAWINGS AND SPECIFICATIONS. TRASH ENCLOSURE 16'X 12' CMU ENCLOSURE :• _ U. (E), E. EXISTING REQ. REQUIRED _ _ _ -_ _ LANDSCAPE. Lim U. EXIST. EXISTING RH RIGHT HAND 12. NEW CEILINGS AND EXISTING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST L1.0. LANDSCAPE COLOR PLAN EXPO. EXPOSED RM. ROOM LATERAL SEISMIC MOVEMENT IN ACCORDANCE WITH CODE REQUIREMENTS. PROVIDE J L1.0 LANDSCAPE DESIGN EXT. EXTERIOR R.O. ROUGH OPENING LIGHTING TIE WIRES PER CODE. ' - - --- - L1.1 LANDSCAPE DETAILS E.I.F.S. EXT. INSUL. FINISH SYSTEM BUILDING CODE DATA v S.A.M. SELF ADHERED MEMBRANE 13. CONCEAL TO THE GREATEST EXTENT POSSIBLE PIPE, CONDUITS, DUCTS, VENTS, ETC. `�' FDN. FOUNDATION S.C./SC SOLID CORE ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS Z F.E. FIRE EXTINGUISHER SF , S.F. SQUARE FEET EXPOSED CONSTRUCTION IN DRAWINGS. OFFSET STUDS WHERE REQUIRED SO THAT F.E.C. FIRE EXTINGUISHER CABINET SH. SHEET FINISHED WALL SURFACES WILL BE FLUSH. PAINT OR FINISH ALL EXPOSED EQUIPMENT& APPLICABLE CODES: ------ --- __, F.F. FINISH FLOOR SHEATH. SHEATHING ELEMENTS. =at�i���s� . . :■ __ _ F.H. FIRE HOSE SHLF. SHELF BUILDING CODES: 2018 INTERNATIONAL BUILDING CODE WITH LU • �� FIN. FINISH SIM. SIMILAR 14. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND AMENDMENTS - FL. FLOOR SPEC. SPECIFICATION STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE WITH '� `` ` ` �. ++ FLASH. FLASHING SQ. SQUARE ACCORDANCE WITH THE PLANS. AMENDMENTS LL1 FLUOR. FLUORESCENT ST STAIN/STAINED MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE F.O. FACE OF STD. STANDARD 15. ALL WOOD FRAMING DETAILS AND CONNECTIONS (SHOWN AND NOT SHOWN) SHALL BE WITH AMENDMENTS _ F.O.C. FACE OF CONCRETE STL. STEEL CONSTRUCTED TO CODE STANDARDS. ALL LIGHT GAUGE METAL STUDS AND FRAMING PLUMBING CODE: 2017 IDAHO STATE PLUMBING CODE WITH F.O.F. FACE OF FINISH STOR. STORAGE (SHOWN AND NOT SHOWN) SHALL BE INSTALLED PER THE STANDARDS AND DETAILS AMENDMENTS _ F.0.1.C. FURNISHED BY OWNER AND STRUCT. STRUCTURAL PUBLISHED BY THE STEEL STUD MANUFACTURER'S ASSOCIATION. FIRE CODE: 2018 INTERNATIONAL FIRE CODE WITH - r �•rr<r + "-'•-•-- -�- �•-- INSTALLED BY CONTRACTOR SUSP. SUSPENDED AMENDMENTS jjj F.0.1.0. FURNISHED BY OWNER AND 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER, OR ENERGY CODE: 2018 INTERNATIONAL ENERGY CODE j ... INSTALLED BY OWNER T TREADS GIRDERS LESS THAN 18" FROM GRADE SHALL BE PRESSURE TREATED WITH AN WITH AMENDMENTS E?. F.O.S. FACE OF STUDS TEMP. TEMPERED APPROVED PRESERVATIVE &SHALL BE IDENTIFIED WITH THE STAMP OF THE AMERICAN ACCESSIBILITY CODES: ICC A117.1-2009; 2010 ADA STANDARDS F.O.W. FACE OF WALL T.S. TUBE STEEL WOOD PRESERVERS INSTITUTE. USE BUILDING PAPER @ JOIST ENDS TO PREVENT FPRF. FIREPROOF T.P.H. TOILET PAPER HOLDER CONTACT WITH CONCRETE. PROJECT DATA F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL OCCUPANCY GROUP (PER IBC 302): B - BUSINESS F.S. FLOOR SINK 17. FIRE BLOCKING SHALL BE PROVIDED AT MID-HEIGHT OF ALL STUD WALLS AND FT. FOOT OR FEET U.N.O. UNLESS NOTED OTHERWISE PARTITIONS OVER 10 FT. IN HEIGHT, AT THE CEILING AND FLOOR LEVELS, AT ALL CONSTRUCTION TYPE (PER IBC 602): V-B PROJECT ADDRESS: 688 N CLIFF CREEK LN FTG. FOOTING INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT MERIDIAN, ID 83642 FURR. FURRING V.B. VAPOR BARRIER SOFFITS, DROP CEILINGS AND COVE CEILINGS, AND AT 10 FT INTERVALS AS REQUIRED. ALLOWABLE HEIGHT (PER TABLE 504.3): 40'-0" V.I.F. VERIFY IN FIELD LICENSED PARCEL NUMBER: R5711030080 ARCHITECT GA. GAUGE 18. SHOULD A BIDDER FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, PROPOSED HEIGHT: 20'-3" A 986136 GALV. GALVANIZED W.C. WATER CLOSET SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, OR BE IN DOUBT AS TO THEIR SITE AREA: 33,673 SF GLS GLASS WD. WOOD MEANING, HE/SHE SHOULD AT ONCE NOTIFY THE ARCHITECT IN WRITING, WHO WILL ALLOWABLE AREA (PER TABLE 506.2): 36,000 SF PER FLOOR GL GLAZED/GLAZING W/ WITH SEND WRITTEN INSTRUCTIONS OR ADDENDA TO ALL BIDDERS. IF CLARIFICATIONS ARE BUILDING AREA: 2,435 SF G.L.B. GLUE LAM BEAM W/O WITHOUT NOT PROVIDED, THE BIDDER MUST INCLUDE IN THE BID THE MORE EXPENSIVE BUILDING AREA: 2,435 SF G.S.B. GYPSUM SHEATHING BOARD WP. WATERPROOF OR ALTERNATIVE ITEM, PRODUCT, SYSTEM, METHOD, APPROACH, ETC. NEEDED TO NUMBER OF STORIES: 1 STORY LEEDRiFTMIER GWB GYPSUM WALL BOARD WATERPROOFING COMPLETE THE WORK. FIRE ALARM: YES STATEOFIDAHO GYP GYPSUM W.R.B. WATER RESISTANT BARRIER BUILDING HEIGHT: +/-20' - 3" WSCT. WAINSCOT BUILDING SPRINKLERED: NO SYMBOLS DIRECTORY EXITING: PROJECT DIRECTORY REVISION SCHEDULE LEGAL DESCRIPTION OCCUPANT LOAD (PER TABLE 1004.5): 27 OCCUPANTS (BUSINESS) NO. TYPE REVISION DATE NO. OF EXITS REQD (PER TABLE 1006.3.2): 1 OWNER CONSULTANTS: GRIDLINE O ELEVATION WaFd BANK MARK LOT 4 IN BLOCK 1 OF MILE HIGH PINES SUBDIVISION, ACCORDING TO PLAT THEREOF, FILED IN NO. EXITS PROVIDED: 2 - (1) PAIR 6-10"AND (1) 3'-0" 425 PIKE STREET CIVIL: BOOK 123 OF PLATS AT PAGE 19602 THROUGH 19606, AND AMENDED BY AN AFFIDAVIT SEATTLE, WA 98101 BAILEY ENGINEERING, INC. WALL MATCH LINE RECORDED JUNE 13, 2022 AS INSTRUMENT NO. 2022-055012, RECORDS OF ADA COUNTY, MAX COMMON PATH OF TRAVEL(PER 100'-0" P: (408) 980-9648 1119 E STATE STREET, SUITE 210 TABLE 1006.2.1 SECTION 1 IDAHO : CONTACT: JOE BERRETTA EAGLE, ID 83616 8.3 1 ) EMAIL: JOE.BERRETTA@WAFD.COM P: (208) 938-0013 MAX COMMON PATH OF TRAVEL ACTUAL: 44'-11 CONTACT: JONAH DUNCAN BUILDING 1 1 INTERIOR A5.0 2 LOCAL JURISDICTION EMAIL: JDUNCAN@BAILEYENGINEERS.COM SECTION 8 3 g 3 ELEVATION EXIT WIDTH REQD (PER IBC 1005.3.2): 0.2 x 27 = 5.4" CITY OF MERIDIAN KMILLER@BAILEYENGINEERS.COM 33 E BROADWAY AVE SEPARATE OR DEFERRED PERMITS EXIT WIDTH PROVIDED: 103" #102 LANDSCAPE: DETAIL 1 EXTERIOR 1 MERIDIAN, ID 83642 CUTTINGEDGE LANDSCAPE 1.0 ELEVATION A3.0 PLUMBING FIXTURES P: 208-887-2211 5407 ALWORTH ST ISSUE: CONDITIONAL USE PERMIT r THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED EXCEPT FOR NUMBER OF TOILETS REQUIRED (PER 2 PER 2902.1 (BUSINESS OCCUPANCY 1 PER 25 BOISE, ID 83714 ISSUE DATE: 9/18/2024 1 I THE BUILDING PERMIT. THESE MAY INCLUDE BUT MAY NOT BE LIMITED TO: TABLE 2902.1): FOR FIRST 50) APPLICANT/ARCHITECT P: (208) 378-4588 DETAIL 1 0 THE DRIFTMIER ARCHITECTS, P.S. CONTACT: HAILEY BODLE DRAWN BY: JP L _ J REVISION Al DEMO NUMBER OF TOILETS PROVIDED: 2 PROVIDED 7983 LEARY WAY NE EMAIL: MARK SITE/STREET/RIGHT-OF-WAY REDMOND, WA 98052 HAILEYB@CUTTINGEDGELANDSCAPE.COM PROJECT MANAGER. MW ELECTRICAL & LIGHTING DRINKING FOUNTAINS READ: NONE (FOR OCCUPANT LOAD OF 30 OR P: (425)881-7506 PROJECT NUMBER: 22421 WINDOW O PLUMBING FEWER PER CITY OF MERIDIAN AMENDMENT CONTACT: MICHAEL WINNICK STRUCTURAL: MARKER CENTERLINE MECHANICAL SECTION 10-1-2) EMAIL: MICHAEL@DRIFTMIER.COM AUE • FIRE &SAFETY 13228 NE 20TH ST#100 SHEET NAME: SIGNAGE DRINKING FOUNTAINS PROVIDED: 0 SURVEYOR: BELLEVUE, WA 98005 PARTITION OA HMH ENGINEERING P: (425)614-0949 TYPE NEW & NEW SERVICE SINK REQD: NONE (FOR OCCUPANT LOAD OF 30 OR 680 PROGRESS AVE. CONTACT: CAMERON BALLANTYNE VENDOR WORK a EXISTING FEWER PER CITY OF MERIDIAN AMENDMENT SUITE 2B EMAIL: CAAMERONB@AU-ENG.COM LO CONTOURS EXISTING SECTION 10-1-2) COVER SHEET DOOR PROJECT DESCRIPTION P: (08) 342-795642 MEP. N NUMBER ® SERVICE SINK PROVIDED: 1 CONTACT: TRAVIS L. KRUPP, PLS MUSGROVE ENGINEERING, P.A. GC TO COORDINATE THE TIMING OF THE VENDOR WORK. THE OWNER'S VENDORS WILL CONSTRUCTION OF NEW GROUND UP BANK INCLUDING CUT LINE (2) DRIVE THROUGH LANES AND ATM EMAIL: TKRUPP@HMH-LLC.COM 234 S. WHISPERWOOD WAY PERFORM THE FOLLOWING WORK: N BOISE, ID 83709 SHEET NUMBER: AND A BYPASS LANE. WORK TO INCLUDE NEW SHELL BUILDING AND INTERIOR WALLS AND PULL COMMUNICATIONS CABLES AND CONNECT TO COMMUNICATIONS EQUIPMENT PLUMBING FINISHES, NEW PARKING LOT, LANDSCAPING, AND TRASH ENCLOSURE. P: 208-384-0585 N FIXTURE A CONTACT: JASON RICE SECURITY AND BANKING EQUIPMENT INSTALLATION A 0 0 TAG EMAIL: JASONR@MUSGROVEPA.COM EXTERIOR SIGN INSTALLATION !�1