BUILDING PLANS ELEVATIONS APPROVED SANORTHPROJECT LOCATIONWOOD STUD −NON WEIGHT BEARINGMASONRY WALL / CMURIGID INSULATIONBATT INSULATIONGYPSUM BOARDEARTHMETALPLYWOOD / OSBELEVATIONREFERENCEGRID REFERENCEWINDOW TAGDOOR TAGWOOD STUD −SECTIONDETAILINTERIOR /EXTERIOR ELEVATIONKEYNOTESECTIONREVISION NUMERWOOD BLOCKING −SECTIONWALL TYPE TAG##−−−−−−−−#A−−CONCRETEWOOD STUD −WEIGHT BEARINGBuilding DepartmentMeridian Building Dept. 33 E Broadway Ave STE 102Meridian, ID 83642Ph: (208) 887−2211International Building Code 2018International Fire Code 2018International Plumbing Code 2018International Mechanical Code 2018International Fuel Gas Code 2018International Energy Conservation Code 2018National Electrical Code 2017Type IIBConstruction Type(IBC Table 601)Hght. & Stories Of Bldg:(IBC Table 503)Tenants are unknown building has potential to be Occpancy of A, B, M. With Type A being the most restrictiveNo Greater than 40’−0" Above Existing Grade 2 Stories MaxiumumOccupancy Classification:(IBC Sec. 304)Actual Gross Floor Area:Fire Sprinkled:YesExits Width Provided(IBC Table 1020.2)0.2 inches required per occupant (96 x 0.2 = 19.2 inches)Exits Width Required (IBC 1005.3.2)Maximum Travel Distance(IBC Table 1017.2)Type A is the most restrictive of all potential occpancy types, per ICC table 506.2 the allowable area for a A occupancy with sprinklers is 38,000 SQ. FT. our proposal is less than that number (9,556 SQ. FT.)AllowableActual Hght. & Stories Of Bldg:(IBC Table 504.3)36’− 7" Proposed Maximum Building Height 1 Story ProposedAllowable Building Area(IBC Table 506.2)(506.2.3)9,556 SF ProvidedPlumbing Fixtures (IPC 403.1) (IBC Table 2902.1)Building CodeJurisdictionFire Department36 InchesCommon Path of Egress(IBC Table 1006.2.1)Max Path of Egress (OL>30) = 75’−0" MAX.Max Path of Egress: 200’−0" MAX.Meridian Fire Dept. 33 E Broadway Ave #204Meridian, ID 83642Ph: (208) 888−1234Occupancy Load:(IBC Sec. 304)Business − 9,556 sqft / 100 =95.5 OccTotal Occupant Load =96 OccupantsSCOPE OF WORKThis project will consist of construction of a new building shell including sitework. Tenant Improvements are not part of this scope of work.FUTURE TENANTS ARE TO BE DETERMINED. PLUMBING FIXTURES WILL BE PROVIDED WITH T.I. PERMITS IN THE FUTURE.1. General contractor shall refer to all applicable construction procedures as provided in the project manuals supplemental conditions to the contract and as stated below.2. Before performing any work or ordering any materials, the contractor shall be responsible for verifying all conditions and dimensions of the work. The contractor shall be responsible for advising the architect of any discrepancies and/or conflicts between existing conditions and the construction documents prior to proceeding with the work in question or related work.3. As a minimum standard, all work and materials installed shall be in strict accordance with all applicable codes, regulations and ordinances having jurisdiction.4. Install all manufacturer’s items, materials and equipment in strict accordance with the manufacturers recommended specifications, unless otherwise specifically noted and reviewed by the architect.5. The contractor shall be responsible for becoming familiar with the project schedule and deadlines, and for advising the architect of all long lead time items and shall submit order confirmations of such long lead time items to the architect with delivery dates.6. Installation of all selected materials shall be complete in all respects prior to final acceptance. Any miscellaneous items or materials not specifically noted but required for proper installation shall be furnished by the contractor. The contractor shall furnish to the owner all warranties and guarantees required at the conclusion of the work.7. The contractor shall not scale the drawings, dimensions shall govern in all cases. Large scale drawings shall govern over small scale details.8. The general contractor shall maintain a current and complete set of construction drawings on the construction floor during all phases of the construction for use by all trades.9. Dimensions indicated are from face of wall to face of wall unless otherwise indicated. Dimensions indicated for masonry are nominal.10. A separate permit is required for sign installation.11. Welding shall be performed in the shop by an approved fabricator or certified welder under the supervision of the special inspector.12. The general contractor shall coordinate with the owner the location of construction traffic for this project.13. Construction shall comply with the accessibility requirements per the building code and the Americans with Disabilities Act (ADA) accessibility guidelines.14. "ul" numbers shown on these documents are based on the latest issue of the underwriters laboratories, inc. Fire resistance directory.15. Size, placement, and orientation of framing members on structural drawings override size, placement, and orientation of framing members shown on the architectural drawings.16. Sprinkler, plumbing, mechanical, or electrical contractors shall not penetrate or cut structural members without prior approval from the structural engineer.17. Penetration by conduits, ducts, and pipes of fire rated walls, and floors shall be provided with fire stop material that is tested by the latest astm e−814 test.18. Protect all existing fixtures, site construction, concrete and other such existing finishes scheduled to remain. All damage to these areas shall be repaired at the expense of the contractor.19. All exit doors shall swing in the direction of travel.20. Provide solid 2x wood blocking within stud walls at all anchorage locations of cabinets, door stops, toilet room accessories and other wall anchorage items. Anchorage through gypsum board alone is not acceptable.21. Mechanical contractor shall furnish and general contractor shall install access doors in finish work as required for access to mechanical equipment.22. Owner will be responsible for and maintain builder’s risk insurance throughout the project.23. Contractor is responsible to obtain any and all permits associated with the work as included in these documents.24. Temporary power− contractor is responsible for all costs associated with temporary facilities including but not limited to, us west and public service, as further specified in section 01500, construction facilities and temporary controls in the project manual.25. Contractor to notify owner, architect and engineer of any conflict in the drawings and shall not proceed until contractor has received written confirmation as set forth above will result in contractor written clarification executed by all parties, including the owner. Failure to secure being one−hundred percent (100%) responsible for all costs associated with the required corrective action. No additional time will be added to the schedule.26. All applicable zoning and planning documents will be issued with the construction documents. Zoning and planning documents shall control.27. The contractor shall, before commencing work, verify grades, lines, levels and dimensions shown on the drawings and shall report any errors to the architect and owner. The contractor shall not proceed until such errors or inconsistencies are corrected. In writing or inconsistencies.28. Fire Marshal shall receive all fire protection system information to include shop drawings, manufacturer’s cut sheets for equipment installed, and calculation for both fire suppression and fire alarm systems.29. All fire protection and detection systems shall transmit a fire alarm signal when extinguishing agent is flowing to an approved off site monitoring station. A tamper signal shall be transmitted when any control valve is moved towards a position, which is not in a normal operation. All circuits shall be supervised to indicate a trouble signal when a circuit is faulted, shorted or open.30. The fire alarm and voice communication circuits shall be a class "a" for both initiating and indicating.31. The fire prevention bureau shall be notified three working days in advance to conduct the inspection of all fire suppression and fire alarm systems.32. Provide for the Fire Marshal: manufacturer’s test information for the interior wall and ceiling finishes other than textiles shall be tested in accordance with national fire protection association (nfpa) 286. The pass or fail test at 40 kw exposure, flames shall not spread to the ceiling, 160 kw exposure, flames shall not spread to the outer extremity of the sample on any wall, flashover as defined in nfpa 286, shall not occur, total smoke released throughout this test shall not exceed 1,000 m2.Layton Davis Architects2005 E 2700 S, Suite 200Salt Lake City, Utah 84109Contact(s): John DavisE−mail: john@laytondavisarchitects.comPh: (801) 487−0715ARCHITECTSTRUCTURAL ENGINEERCIVIL ENGINEERMECH/PLUMBING ENGINEERGEOTECHNICAL ENGINEERPsomasScott Rocke4179 Riverboat Rd #200Salt Lake City, UT 84123Srock@psomas.comPh:(801) 270−5777Geo Design Inc.Scott MIlls15575 SW Sequoia Pkwy Suite 100Portland, Oregon 97224Ph: 503−968−8787JTB HVAC & Plumbing922 W. Baxter Drive, Suite 100South Jordan, UT 84095Ph: (801) 849−8590MJ Structural EngineersBrendon Haywood5673 S. Redwood Rd. Salt Lake City, UT 84123mjstructuralengineers.comPh: (801) 905−1097ELECTRICAL ENGINEERRocky Mountain EngineersEric Miller2117 S. 3600 W.Salt Lake City, UT 84119Ph: (801) 566−0503Project # 20193OWNER Center Cal PropertiesContact:John Finkjfink@Centercal.comS.L.D.S.S.D.O.C.See Landscape DrawingsSee Structural DrawingsOn CenterGYP BD Gypsum BoardRE:Refer ToCONCConcreteS.P.D. See Plumbing DrawingsCONTContinuousHORIZCMUMANUFHorizontalConcrete Masonry UnitManufacturerDIADiameterTSTube SteelFURRFurringNICNot In ContractU.N.O.Unless Noted OtherwiseEQEqualS.E.D. See Electrical DrawingsR.O.Rough OpeningO.D.Outside DiameterT.B.D. To Be DeterminedD.B. Deck BearingThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.0716SHEET INDEXPROJECT DATACONTACT LISTPESPECTIVAL VIEWGENERAL ARCHITECTURAL NOTESSYMBOL KEY AND LEGENDDEFERRED SUBMITTALSVICINITY MAP24X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SABBREVIATIONSDESCRIPTIONDELTADATEADDENDUM 01 1 1.15.21ADDENDUM 02 2 1.22.213/9/2021 8:34:52 AMCOVERSHEET20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646PK/JDPROGRESS SETARCHITECTURAL SHEETSA100 ARCHITECTURAL FOUNDATION PLANA102 FLOOR PLANA104 ROOF PLANA201 EXT. ELEVATIONSA202 EXT. ELEVATIONSA204 BUILDING SECTIONSA301 WALL SECTIONSA401 REFLECTED CEILING PLANA402 FINISH FLOOR PLANSA501 WINDOW SCHEDULE & DETAILSA502 DOOR SCHEDULE & DETAILSA601 DETAILSMECHANICAL SHEETSM001 TITLE SHEETM201 MECHANICAL PLANM701 MECHANICAL DETAILS & SCHEDULESPLUMBING SHEETSP201 PLUMBING PLANP202 PLUMBING DETAILS & SCHEDULESP701 PLUMBING DETAILS & SCHEDULESELECTRICAL SHEETSE001 ELECTRICAL GENERAL SHEETE002 SITE PLANE101 LIGHTING PLANE102 POWER PLANE601 ELECTRICAL SCHEDULESE602 ELECTRICAL SCHEDULESES100 SITE PLANES101 SITE PLANCIVIL SHEETSC0.00 COVER SHEETC1.00 DEMOLITION PLANC1.5 ESC SITE PLANC1.55 ESC DETAILSC2.00 SITE PLAN - CONSTRUCTIONC2.50 DETAILSC4.00 SITE PLAN - GRADINGC4.5 GRADING DETAILSC5.00 SITE UTILITY PLANC5.10 SITE DRAINAGE PLANC5.50 SITE UTILITY & DRAINAGE PLANL1.00 LANDSCAPE - SITE PLANL1.5 LANDSCAPE DETAILSL2.00 IRRIGATION PLANL2.5 IRRIGATION DETAILSFIRE SPRINKLERSFIRE ALARM222
3A2041A3012A3013A3014A3015A3011A3022A3023A3024A3025A3022A2041A20411334455AACC65’−8 1/4"151’−5"41’−10"35’−0"29’−4"45’−3"22BB3’−3 3/4"1’−2 1/4"15’−7 1/4"4’−6"5’−7"4’−6"10’−5 1/2"1’−10 1/2"2’−0"4’−6"15’−7"4’−6"6’−6 1/2"8’−11 1/2"4’−6"15’−10 1/2"4’−6"2’−0"13’−8 1/2"2’−0"4’−6"17’−4 1/4"1’−2 1/4"3’−3 3/4"3’−3 3/4"1’−2 1/4"18’−10 1/4"4’−6"3’−7"4’−9 1/2"7’−4 1/2"3’−7"4’−6"16’−1 1/2"1’−2 1/4"3’−3 3/4"32’−11"32’−9 1/4"3’−3 3/4"1’−2 1/4"19’−4"4’−0"1’−6"14’−0"1’−6"4’−0"55’−6"4’−6"6’−6"34’−2 1/4"5’−2 1/2"1’−7"3’−3 3/4"1’−2 1/4"16’−9"4’−6"3’−2"7’−2"8’−10 1/2"5’−1 1/2"15’−11"3’−0"1’−7"33333333333333333333332223’−3 3/4"1’−7"3’−3 3/4"3’−3 3/4"1’−7"3’−3 3/4"3’−3 3/4"1’−7"1’−7"1’−7"3’−3 3/4"1’−7"3’−3 3/4"1’−7"3’−3 3/4"3’−3 3/4"4’−3"3’−3 3/4"2222222222222225555555555555555888811’−6 1/4"BUCKDOWN FOR CURTAIN WALL 34’−0"1’−0 5/8"BUCKDOWN FOR CURTAIN WALL23’−0"8’−2 5/8"BUCKDOWN FOR CURTAIN WALL30’−4"BUCKDOWN FOR CURTAIN WALL19’−3 1/4"6’−11 1/2"BUCKDOWN FOR CURTAIN WALL10’−6"BUCKDOWN FOR CURTAIN WALL17’−6"3’−2 1/2"3’−2 1/2"3’−2 1/2"3’−2 1/2"3’−2 1/2"3’−2 1/2"BUCKDOWN FOR CURTAIN WALL14’−0"BUCKDOWN FOR CURTAIN WALL14’−0"6777777712A1000’ 8’−0"16’−0" 24’−0"BAR SCALE: 1/8"=1’FOOTING & FOUNDATION − GENERAL NOTES1. IMMEDIATELY INFORM ARCHITECT OF ANY DISCREPANCIES AMONGST DISCIPLINES AND RESOLVE WITH WRITTEN CLARIFICATION BEFORE ANY WORK COMMENCES.2. GRIDS ARE POSITIONED AT FACE OF FOUNDATION/SHEATHING OR CENTER OF COLUMN3. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.4. DO NOT SCALE DRAWINGS5. REFER TO ALL PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURES AND LOCATIONS6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS7. ALL SPOT FOOTINGS SHALL BE CENTEERED UNDER COLUMNS (U.N.O.)8. SEE STRUCTURAL DRAWINGS FOR CONDITIONS WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS.9. ALL WALL PENETRATIONS AT RATED WALL LOCATIONS REQUIRED FOR PIPES, CONDUIT, DUCTING, ETC. SHALL BE SEALED TO STOP PASSAGE OF FIRE AND/ OR SMOKE WITH FIRE SAFING AND APPROVED SEALANT. 10. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND INDICATED IN THE CONTRACTORS BID.11. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN FULL COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. THE PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS.12. SEE STRUCTURAL DRAWINGS FOR TYPICAL SILL PLATE BOLTING DETAIL13. SEE STRUCTURAL DRAWINGS FOR HOLDOWN SCHEDULE14. SEE STRUCTURAL FOR ADDITIONAL REINFORCING AT MISCELLANEOUS OPENINGS IN CONCRETE WALLS15. SEE STRUCTURAL DRAWINGS FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE16. SEE NOTES ON STRUCTURAL DRAWINGS FOR MINIMUM FILL REQUIRED BENEATH FOOTINGS123FOOTING & FOUNDATION KEYNOTESCONCRETE FOUNDATION , RE: STRUCTURAL DRAWING − #/A6015CONCRETE FOOTING, RE: STRUCTURAL DRAWINGS VERIFY AND PROVIDE FROST DEPTHSTRUCTURAL COLUMN, RE: STRUCTRURAL DRAWINGSSEALED CONCRETE SLAB OVER BASE COURSE, RE: STRUCTURAL8ROOF DRAIN ABOVE, RE: PLUBMING DRAWINGS6BUCKDOWN FOR CURTAIN WALL/DOOR. FOUNDATION WALL AT BUCKDOWN TO RECEIVE ROLLED CONCRETE SLAB.7RIGID INSULATION TO BE APPLIED AROUND ENTIRE INSIDE PERMITER. RE: R−VALUE INDEX4MAIN FLOOR100’ − 0"T.O. FOOTING98’ − 0"INTERIOREXTERIOREXTERIOR WALL FINISH, SEE ELEVATIONS2X METAL STUD, TYP.OSB SHEATHING, PER ENGINEERINSULATION, PER COMCHECK8" FOUNDATION WALL FLASHING, TYP.STRUCTURAL FOOTING, PER ENGINEERFOUNDATION WALL , PER ENGINEERThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.071624X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SDESCRIPTION DELTA DATEADDENDUM 01 1 1.15.21ADDENDUM 02 2 1.22.213/9/2021 8:34:54 AMARCHITECTURALFOUNDATIONPLAN20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646PK/JDPROGRESS SETSCALE: 1/8" = 1'-0"A1001FOUNDATION PLAN2SCALE: 1/2" = 1'-0"A1002FOUNDATION DETAIL, TYP.2
A2021A2022A2011A2013101TENTANT SPACE 1105MECH.3A204104TENANT SPACE 4106FIRE RISER103TENANT SPACE 3102TENANT SPACE 21A3012A3013A3014A3015A3011A3022A3023A3024A3025A3022A2041A20411334455AACCW3W4W5W6W7W8101B105106103B104B102104102BW9103W2101CCC2241’−10"35’−0"29’−4"45’−3"BB1’−0"3’−8"1’−0"1’−0"1’−0"2’−8 3/4"32’−4 3/8"23’−0 1/4"9’−2 3/8"13’−1 3/4"14’−7 1/4"2’−10 7/8"0’−9 3/8"19’−8"3’−8 1/4"4’−7 1/2"10’−10 3/4"4’−10 1/8"3’−2 7/8"17’−4 3/4"0’−6 5/8"2’−8 1/8"3’−1 3/8"32’−11"32’−9 1/4"2’−10 7/8"0’−6 5/8"20’−4 1/2"3’−2 1/4"1’−3 1/4"14’−10 5/8"1’−6"3’−6"56’−0"3’−7 3/8"6’−6"35’−5 1/2"5’−6 3/8"1’−2 5/8"19’−3"0’−5 1/2"1’−8 1/2"10’−6"2’−3 1/2"1’−4 3/8"22’−11 3/8"0’−5 3/8"6’−10 5/8"0’−3 3/8"23’−6"1’−0 1/2"0’−8 5/8"34’−0"0’−8 7/8"0’−11 3/8"2’−4 3/8"17’−2 1/4"3’−10 1/4"17’−3 3/4"18’−0 1/4"0’−6 5/8"2’−8 1/8"3’−5 3/8"4’−0"3’−5 3/8"1’−1"17’−6"1’−1"1’−6 3/4"1’−0 3/4"1’−0"2’−0"1’−6"1’−0"2’−8 3/4"1’−0"2’−8 3/4"2’−8 3/4"2’−8 3/4"1’−0"1’−7 1/2"14’−0"1’−8 1/4"W11’−0"2’−8 3/4"2’−8 1/8"0’−6 5/8"16’−10 1/2"3’−2 3/4"6’−10 1/4"3’−2 3/4"13’−7 1/8"2’−0 1/8"3’−2 3/4"16’−10 1/4"3’−2 3/4"16’−9 1/4"3’−2 3/4"17’−1 3/4"3’−2 3/4"2’−0"14’−11 3/4"2’−0"3’−2 3/4"18’−7 1/2"3’−2 3/4"1’−6"2’−8 3/4"1111104' - 4"15151515151415145555555555555555104' - 4"55104' - 4"91513131414DDCCCDDEEECDDDDCD1988882121ROOF DRAIN ABOVEROOF DRAIN ABOVE65’−8 1/4"151’−5"13132FUTURE DEMISING WALLFUTURE DEMISING WALLFUTURE DEMISING WALLACDC1A6022A100FLOOR PLAN − GENERAL NOTES1. IMMEDIATELY INFORM ARCHITECT OF ANY DISCREPANCIES AMONGST DISCIPLINES AND RESOLVE WITH WRITTEN CLARIFICATION BEFORE ANY WORK COMMENCES.2. GRIDS ARE POSITIONED AT FACE OF FOUNDATION/SHEATHING OR CENTER OF COLUMN3. ALL TPO ROOFING TO HAVE MINIMUM OF 1/4"/12" SLOPE4. DO NOT SCALE DRAWINGS5. REFER TO ALL PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURES AND LOCATIONS6. CONTRACTOR TO CONFIRM THAT ALL AREAS ARE PROIDED WITH POSITIVE DRAINAGE PRIOR TO SHEATHING OF THE ROOF.7. CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.8. ALL ROOF TOP UNITS SHALL BE PLACED ON FACTORY ROOF CURBS AND LOCATED IN AREA DESIGNATED FOR MECHANICAL EQUIPMENT.9. ALL WALL PENETRATIONS AT RATED WALL LOCATIONS REQUIRED FOR PIPES, CONDUIT, DUCTING, ETC. SHALL BE SEALED TO STOP PASSAGE OF FIRE AND/ OR SMOKE WITH FIRE SAFING AND APPROVED SEALANT. 10. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND INDICATED IN THE CONTRACTORS BID.11. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN FULL COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. THE PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS.12. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO ORDERING OR INSTALLING MATERIALS OR EQUIPMENT13. ALL MATERIALS FOR USE IN THIS PROJECT SHALL BE NEW AND UNUSED (U.N.O)14.ALL PIPING AND CONDUITS SHALL BE CONCEALED WITHIN WALLS, UNDERGROUND, ABOVE CEILING OR IN ARCHITECTS APPROVED UTILITY SPACES IN ALL CASES UNLESS NOTED OTHERWISE IN DRAWINGS. EXPOSED ITEMS MUST BE LOCATED IN AREASAPPROVED BY THE ARCHITECT, EXPOSED ITEMS SHALL BE INSTALLE AND FINISHED TO PROVIDE MINIMAL VISUAL IMPACT. ALL EXPOSED ITEMS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACES UNLESS SCHEDULED FOR AN ACENT COLOR.15. FIREBLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS PIPES, DUCTS CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVELS. WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION FACTORY−BUILT CHIMNEYS AND FIREPLACE SHALL BE FIREBLOCKED IN ACCORDANCE WITH UL 103 AND UL 127.16. FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN CONEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED Y AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILING, COVE CEILINGS AND SIMLIAR LOCATIONS17. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES, AND APRALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS2. HORIZONTALLY AT INTERVALS NOT EXCEDING 10’18. FIREBLOCKING SHALL E INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL_ AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEN A TOP STORY AND A ROOF OR ATTIC SPACE.0’ 8’−0" 16’−0" 24’−0"BAR SCALE: 1/8"=1’1FLOOR PLAN − KEYNOTES45PRE−CAST CONCRETE CAPSTRUCTURAL COLUMN, RE: STRUCTRURAL DRAWINGSSEALED CONCRETE SLAB OVER BASE COURSE, RE: STRUCTURAL7RIGID INSULATION; MIN. 3" THICK8ROOF DRAIN, RE: PLUBMING DRAWINGS9STANDING SEAM METAL ROOF1060−MIL TPO ROOF MEMBRANE111213GALVANIZED HEAVY GAUGE METAL MESH − SEE ELEVATIONS, RE: #/A601141516STEEL AWNING, RE: DETAIL #/A601FABRIC AWNING, RE: DETAIL #/A601RTU UNIT, RE: MECHANICAL DRAWINGSMETAL ROOF ACCESS/HATCH − LADDER. PROVIDE BLOCING INS WALL AS REQUIREDBATT INSULATION19SCREENED PSI GAS METERS: PER MECHANICAL21DOWNSPOUT: COLOR TO MATCH STOREFRONT MULLION2FIRE RISER, RE: PLUMBING DRAWINGS 36171820WALL TYPE LEGENDBE2X6 METAL STUD W/ 5/8" GYP FINISH SIDENOT USED2X6 METAL STUD W/EIFS FINISH, SEE WALL SECTION2X6 METAL STUD W/TILE FINISH, SEE WALL SECTIOND2X6 METAL STUD W/BRICK VENEER FINISH, SEE WALL SECTIONACWALL NOTES1. ALL WALLS TO BE METAL FRAMED UNLESS NOTED OTHERWISE2. USE 5/8" MOSTURE RESISTANT GYPSUM BOARD ON ALL "PLUMBED WET WALLS"3. ALL INTERIOR DRYWALL TO RECEIVE LEVEL 4 SMOOTH FINISH WITH 90 SQUARE4. ALL INTERIOR WALLS TO RECEIVE SOUND ATTENUATION BATTING5. BLOCKING AS NEEDED6. EXTEND WALLFROM FLOOR TO DECK ABOVE OR 6" ABOVE CEILING GRID OR TO HARD LID, BRACE AS NEED The drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.071624X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SDESCRIPTION DELTA DATEADDENDUM 01 1 1.15.21ADDENDUM 02 2 1.22.213/9/2021 8:34:55 AMFLOOR PLAN20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646PK/JDPROGRESS SETSCALE: 1/8" = 1'-0"A1021FLOOR PLAN2
A2021A2022A2011A20133A2041A3012A3013A3014A3015A3011A3022A3023A3024A3025A3022A2041A20411334455AACC22BB14’−0"34’−0"14’−0"14’−0"11’−0"30’−9"30’−8"14’−0"14’−0"3’−2 3/4"3’−2 3/4"4’−0 1/4"4’−0 1/4"5’−0 3/4"6’−2 5/8"6’−2 5/8"6’−9"6’−6 1/8"2A6012A6012A6012A6015A6015A60116’−0"16’−0"16’−0"4’−0 1/2"2A6012A6012A601ROOF PLAN − GENERAL NOTES1. IMMEDIATELY INFORM ARCHITECT OF ANY DISCREPANCIES AMONGST DISCIPLINES AND RESOLVE WITH WRITTEN CLARIFICATION BEFORE ANY WORK COMMENCES.2. SLOPE ALL ROOFING AT 1/" PER FOOT MINIMUM3. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURES AND LOCATIONS4. CONTRACTOR TO CONFIRM THAT ALL AREAS ARE PROIDED WITH POSITIVE DRAINAGE PRIOR TO SHEATHING OF THE ROOF.5. CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.6. ALL RTU SHALL BE PLACED ON FACTORY ROOF CURBS AND LOCATED IN AREA DESIGNATED FOR MECHANICAL EQUIPMENT.7. STANDING SEAM METAL ROOF PER MANUFACTURER:COLOR BY OWNER8. PRE−FINISHED METAL FASCIA AND SOFFIT TO MATCH STANDING SEAM ROOF9. ROOF ACCESS HATCH TO BE INSTALLED PER SPECIFICATION10. FLASH AND SEAL ALL ROOF PENETRATIONS PER MANUFACTURERS RECOMMENDED DETAILS11. ROOF HAS BEEN UPSIZED FOR FUTURE MECHANICAL RTU PLACEMENT, PER STRUCTURAL123KEYNOTESCONCRETE COLUMN BASE , RE: STRUCTURAL DRAWING − #/A60145CONCRETE FOOTING, RE: STRUCTURAL DRAWINGSPRE−CAST CONCRETE CAPSTRUCTURAL COLUMN, RE: STRUCTRURAL DRAWINGS6STRUCTURAL ROOF FRAMING, RE: STRUCTURAL DRAWINGS7RIGID INSULATION W/ 60 MIL TPO ROOF MEMBRANE8ROOF DRAIN, RE: PLUBMING DRAWINGS9STANDING SEAM METAL ROOF10NOT USED111213GALVANIZED HEAVY GAUGE METAL MESH − SEE ELEVATIONS, RE: #/A601141516STEEL AWNING, RE: DETAIL #/A60117FABRIC AWNING, RE: DETAIL #/A60118RTU UNIT, RE: MECHANICAL DRAWINGSROOF ACCESS/HATCH − LADDERBATT INSULATIONMETAL DECKPARAPET SUPPORT, RE: STRUCTRUAL DRAWING19SCREENED PSI GAS METERS: PER MECHANICAL20GUTTER: SLOPED @ MIN. 1/4"/12"21DOWNSPOUT: COLOR TO MATCH STOREFRONT MULLIONSEALED CONCRETE SLAB OVER BASE COURSE, RE: STRUCTURALThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.071624X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SDESCRIPTION DELTA DATEADDENDUM 01 1 1.15.21ADDENDUM 02 2 1.22.213/9/2021 8:34:56 AMCANOPY PLAN20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646AuthorPROGRESS SETSCALE: 1/8" = 1'-0"A1031CANOPY PLAN2
A2021A2022A2011A20133A2041A3012A3013A3014A3015A3011A3022A3023A3024A3025A3022A2041A204T.O. PARAPET 27' - 6"T.O. PARAPET 24' - 0"11334455AACCSLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.6" / 1'-0"6" / 1'-0"6" / 12"6" / 1'-0"6" / 12"6" / 1'-0"6" / 12"SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.MB − 121' - 2"22BB121212121288888911181818181818151515152020LOUVER PANEL, REMOVE PANEL ACCESS IS NEEDED17’−8"T.O. PARAPET 24' - 0"T.O. PARAPET 26' - 0"SLOPE @ 1/4"/12" MIN.SLOPE @ 1/4"/12" MIN.T.O. WALL 16' - 10"T.O. PARAPET 29' - 0"T.O. PARAPET 24' - 0"T.O. WALL 16' - 10"T.O. DECK 21' - 2"T.O. PARAPET 24' - 0"T.O. DECK 21' - 2"T.O. DECK 20' - 6"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. DECK 21' - 2"11’−6"17’−8"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. WALL 28' - 8"T.O. DECK 21' - 2"17’−8"17’−8"T.O. DECK 21' - 2"T.O. DECK 20' - 0"T.O. DECK 20' - 0"T.O. DECK 20' - 0"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. DECK 21' - 2"T.O. DECK 21' - 2"ROOF PLAN − GENERAL NOTES1. IMMEDIATELY INFORM ARCHITECT OF ANY DISCREPANCIES AMONGST DISCIPLINES AND RESOLVE WITH WRITTEN CLARIFICATION BEFORE ANY WORK COMMENCES.2. SLOPE ALL ROOFING AT 1/" PER FOOT MINIMUM3. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURES AND LOCATIONS4. CONTRACTOR TO CONFIRM THAT ALL AREAS ARE PROIDED WITH POSITIVE DRAINAGE PRIOR TO SHEATHING OF THE ROOF.5. CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.6. ALL RTU SHALL BE PLACED ON FACTORY ROOF CURBS AND LOCATED IN AREA DESIGNATED FOR MECHANICAL EQUIPMENT.7. STANDING SEAM METAL ROOF PER MANUFACTURER:COLOR BY OWNER8. PRE−FINISHED METAL FASCIA AND SOFFIT TO MATCH STANDING SEAM ROOF9. ROOF ACCESS HATCH TO BE INSTALLED PER SPECIFICATION10. FLASH AND SEAL ALL ROOF PENETRATIONS PER MANUFACTURERS RECOMMENDED DETAILS11. ROOF HAS BEEN UPSIZED FOR FUTURE MECHANICAL RTU PLACEMENT, PER STRUCTURAL0’ 8’−0" 16’−0" 24’−0"BAR SCALE: 1/8"=1’123KEYNOTESCONCRETE COLUMN BASE , RE: STRUCTURAL DRAWING − #/A60145CONCRETE FOOTING, RE: STRUCTURAL DRAWINGSPRE−CAST CONCRETE CAPSTRUCTURAL COLUMN, RE: STRUCTRURAL DRAWINGS6STRUCTURAL ROOF FRAMING, RE: STRUCTURAL DRAWINGS7RIGID INSULATION W/ 60 MIL TPO ROOF MEMBRANE8ROOF DRAIN, RE: PLUBMING DRAWINGS9STANDING SEAM METAL ROOF10NOT USED111213GALVANIZED HEAVY GAUGE METAL MESH − SEE ELEVATIONS, RE: #/A601141516STEEL AWNING, RE: DETAIL #/A60117FABRIC AWNING, RE: DETAIL #/A60118RTU UNIT, RE: MECHANICAL DRAWINGSROOF ACCESS/HATCH − LADDERBATT INSULATIONMETAL DECKPARAPET SUPPORT, RE: STRUCTRUAL DRAWING19SCREENED PSI GAS METERS: PER MECHANICAL20GUTTER: SLOPED @ MIN. 1/4"/12"21DOWNSPOUT: COLOR TO MATCH STOREFRONT MULLIONSEALED CONCRETE SLAB OVER BASE COURSE, RE: STRUCTURALMATERIAL LEGENDCALL−OUTMATERIALMANUFACTURERSERIESCOLOR NOTESMTL − 1MTL − 2PRE−FINISHED METAL FASCIA/SFTSTANDING SEAM METAL ROOFMB − 1SINGLE−PLY MEMBRANE ROOFMTL − 3MTL − 4PRE−FINISHED MTL CAP FLASHING PRE−FINISHED MTL GUTTERBERRIDGEBRCK − 1BRICK, COMMONBRICK, COMMONTILE − 1TILE, PORCELAINDALTILEEIFS − 1EIFS − 2EIFSEIFSEIFS − 3CONC − 1CONCRETE, COMMONSMOOTH FINISHEIFS − 4PRAIRE SANDSTUSCAN STONEWORXWHEAT CREAMTUSCAN STONEWORX’PIPESTONE’ CL 1637NFRAZEEEIFSEIFSINTERSTATE2−1/2"" X 4" X 8"16" COVERAGE , 24 GAUGEIRONSTONESADDLEBROOK XT/ FARMHOUSE XT SD846X36 PLANK/MATTEThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.071624X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SDESCRIPTION DELTA DATEADDENDUM 01 1 1.15.21ADDENDUM 02 2 1.22.213/9/2021 8:35:11 AMROOF PLAN20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646PK/JDPROGRESS SETSCALE: 1/8" = 1'-0"A1041ROOF PLAN
MAIN FLOOR100’ − 0"T.O. STOREFRONT109’ − 0"T.O. PARAPET124’ − 0"3A2042A3013A3014A3015A302T.O. FOOTING98’ − 0"ACBMTL−2MTL−1EIFS−3TILE−1EIFS−3BRCK−1CONC−2BRCK−1BRCK−1EIFS−2CONC−2MTL−2EIFS−1129' - 0"110' - 2"111515151315W7W8A601614EIFS−1EIFS−3EIFS−2222222222A100MAIN FLOOR100’ − 0"T.O. STOREFRONT109’ − 0"T.O. PARAPET124’ − 0"1A3015A3011A3022A3023A3024A3022A2041A204127' - 6"129' - 5"129' - 0"110' - 2"110' - 2"10' - 4 1/2"126' - 4"T.O. FOOTING98’ − 0"13456" 12"6" 12"1011021031042104' - 4"EIFS−1BRCK−1EIFS−2TILE−1MTL−1CONC−2EIFS−3CONC−2BRCK−1EIFS−2MTL−2CONC−2BRCK−1BRCK−1MTL−2TILE−1TILE−1CONC−1TILE−1EIFS−4EIFS−4W2W3W4W5W6101TILE−1EIFS−2110' - 2"111' - 0"118' - 2"111616161515151822212121212122124' - 0"1A6020’ 8’−0" 16’−0" 24’−0"BAR SCALE: 1/8"=1’EXTERIOR ELEVATION − GENERAL NOTES1. IMMEDIATELY INFORM ARCHITECT OF ANY DISCREPANCIES AMONGST DISCIPLINES AND RESOLVE WITH WRITTEN CLARIFICATION BEFORE ANY WORK COMMENCES.2. DO NOT SCALE DRAWINGS3. COORDINATE WINDOW HEIGHTS WITH WINDOW SCHEDULE4. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND INDICATED IN THE CONTRACTORS BID.5. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN FULL COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. THE PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS.6. EIFS CONTROL JOINTS TO BE PLACED AS SHOWN ON ELEVATIONS BUT NO LENGTH SHOULD BE GREATER THAN 18 FT. IN EITHER DIRECTION BETWEEN JOINTS.7. NO EIFS PANEL SHOULD EXCEED 144 SQ. FT. FOR VERTICAL APPLICATION.8. NO EIFS PANEL SHOULD EXCEED 100 SQ. FT. FOR HORIZONTAL, CURVED, OR ANGULAR SECTIONS9. NO EIFS PANEL LENGTH −TO − WIDTH RATIO SHOULD EXCEED 2−1/2" TO 1" IN GIVEN PANEL10. A EIFS CONTROL JOINTS SHOULD BE PLACED AT EACH HORIZONTAL FLOOR SUBSTRATE FRAMING CHANGEELEVATION − KEYNOTES13GALVANIZED HEAVY GAUGE METAL MESH − SEE ELEVATIONS, RE: #/A6011415STEEL AWNING, RE: DETAIL #/A601FABRIC AWNING, RE: DETAIL #/A60119SCREENED PSI GAS METERS: PER MECHANICAL21DOWNSPOUT: COLOR TO MATCH STOREFRONT MULLION9ROOF ACCESS/HATCH − LADDER. SEE DETAIL /A6018PRIMARY & SECONDARY ROOF DRAIN, RE: PLUMBING DRAWINGS22LIGHT FIXTURE, RE: ELECTRICAL DRAWINGS21SECONDARY DRAIN WITH TONGUE, RE: PLUMBING DRAWINGS12345EXTERIOR MATERIALS LEGENDCONCRETESTUCCO/EIFSBRICKDESCRIPTION: FOAM MOULDING W/LIMESTONE PLASTER. COAT OVER PRE-COATED SYNTHETIC BASETILEPREFINISHED PARAPET CAP FLASHING(COLOR TO MATCH HOST WALL FINISH COLOR)TEXTURE:SMOOTHCOMMONMATERIAL LEGENDCALL−OUT MATERIAL MANUFACTURER SERIES COLOR NOTESMTL − 1MTL − 2PRE−FINISHED METAL FASCIA/SFTSTANDING SEAM METAL ROOFMB − 1SINGLE−PLY MEMBRANE ROOFMTL − 3MTL − 4PRE−FINISHED MTL CAP FLASHING PRE−FINISHED MTL GUTTERBERRIDGEBRCK − 1BRICK, COMMONBRICK, COMMONTILE − 1TILE, PORCELAINDALTILEEIFS − 1EIFS − 2EIFSEIFSEIFS − 3CONC − 1CONCRETE, COMMONSMOOTH FINISHEIFS − 4PRAIRE SANDSTUSCAN STONEWORXWHEAT CREAMTUSCAN STONEWORX’PIPESTONE’ CL 1637NFRAZEEEIFSEIFSINTERSTATE2−1/2"" X 4" X 8"16" COVERAGE , 24 GAUGEIRONSTONESADDLEBROOK XT/ FARMHOUSE XT SD846X36 PLANK/MATTEThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.071624X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SDATE DESCRIPTIONDELTA01.15.21 1 ADDENDUM 0101.21.21 2 ADDENDUM 023/9/2021 8:35:20 AMEXT. ELEVATIONS20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646KP/CWLPROGRESS SETSCALE: 1/8" = 1'-0"A2011NORTH ELEVATIONSCALE: 1/8" = 1'-0"A2013EAST ELEVATION
MAIN FLOOR100’ − 0"T.O. STOREFRONT109’ − 0"T.O. PARAPET124’ − 0"3A2042A3013A3014A3015A30229' - 5"115' - 0"T.O. FOOTING98’ − 0"ACBW1W9EIFS−1TILE−1CONC−2EIFS−3TILE−1MTL−2EIFS−4MTL−2TILE−1EIFS−2MTL−2TILE−1TILE−1EIFS−3CONC−1110' - 5"104' - 4"118' - 2"127' - 6"112' - 6"MTL−11311166" 1'-0"6" 1'-0"2215CONC−2MTL−2MTL−22A100MAIN FLOOR100’ − 0"T.O. STOREFRONT109’ − 0"T.O. PARAPET124’ − 0"1A3015A3011A3022A3023A3024A3022A2041A204129' - 0"124' - 0"126' - 0"124' - 0"129' - 5"116' - 10"110' - 5"115' - 0"T.O. FOOTING98’ − 0"13452EIFS−1MTL−2CONC−2BRCK−1EIFS−3MTL−2EIFS−3EIFS−3BRCK−1EIFS−2EIFS−1BRCK−1EIFS−2EIFS−4MTL−2MTL−2EIFS−4MTL−2MTL−1EIFS−1CONC−2MTL−2EIFS−3TILE−1102B106105101B103B104B131515151322222222212121191A6020’ 8’−0" 16’−0" 24’−0"BAR SCALE: 1/8"=1’EXTERIOR ELEVATION − GENERAL NOTES1. IMMEDIATELY INFORM ARCHITECT OF ANY DISCREPANCIES AMONGST DISCIPLINES AND RESOLVE WITH WRITTEN CLARIFICATION BEFORE ANY WORK COMMENCES.2. DO NOT SCALE DRAWINGS3. COORDINATE WINDOW HEIGHTS WITH WINDOW SCHEDULE4. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND INDICATED IN THE CONTRACTORS BID.5. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN FULL COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. THE PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS.6. EIFS CONTROL JOINTS TO BE PLACED AS SHOWN ON ELEVATIONS BUT NO LENGTH SHOULD BE GREATER THAN 18 FT. IN EITHER DIRECTION BETWEEN JOINTS.7. NO EIFS PANEL SHOULD EXCEED 144 SQ. FT. FOR VERTICAL APPLICATION.8. NO EIFS PANEL SHOULD EXCEED 100 SQ. FT. FOR HORIZONTAL, CURVED, OR ANGULAR SECTIONS9. NO EIFS PANEL LENGTH −TO − WIDTH RATIO SHOULD EXCEED 2−1/2" TO 1" IN GIVEN PANEL10. A EIFS CONTROL JOINTS SHOULD BE PLACED AT EACH HORIZONTAL FLOOR SUBSTRATE FRAMING CHANGEELEVATION − KEYNOTES13GALVANIZED HEAVY GAUGE METAL MESH − SEE ELEVATIONS, RE: #/A6011415STEEL AWNING, RE: DETAIL #/A601FABRIC AWNING, RE: DETAIL #/A60119SCREENED PSI GAS METERS: PER MECHANICAL21DOWNSPOUT: COLOR TO MATCH STOREFRONT MULLION9ROOF ACCESS/HATCH − LADDER. SEE DETAIL /A6018PRIMARY & SECONDARY ROOF DRAIN, RE: PLUMBING DRAWINGS22LIGHT FIXTURE, RE: ELECTRICAL DRAWINGS21SECONDARY DRAIN WITH TONGUE, RE: PLUMBING DRAWINGS12345EXTERIOR MATERIALS LEGENDCONCRETESTUCCO/EIFSBRICKDESCRIPTION: FOAM MOULDING W/LIMESTONE PLASTER. COAT OVER PRE-COATED SYNTHETIC BASETILEPREFINISHED PARAPET CAP FLASHING(COLOR TO MATCH HOST WALL FINISH COLOR)TEXTURE:SMOOTHCOMMONMATERIAL LEGENDCALL−OUT MATERIAL MANUFACTURER SERIES COLOR NOTESMTL − 1MTL − 2PRE−FINISHED METAL FASCIA/SFTSTANDING SEAM METAL ROOFMB − 1SINGLE−PLY MEMBRANE ROOFMTL − 3MTL − 4PRE−FINISHED MTL CAP FLASHING PRE−FINISHED MTL GUTTERBERRIDGEBRCK − 1BRICK, COMMONBRICK, COMMONTILE − 1TILE, PORCELAINDALTILEEIFS − 1EIFS − 2EIFSEIFSEIFS − 3CONC − 1CONCRETE, COMMONSMOOTH FINISHEIFS − 4PRAIRE SANDSTUSCAN STONEWORXWHEAT CREAMTUSCAN STONEWORX’PIPESTONE’ CL 1637NFRAZEEEIFSEIFSINTERSTATE2−1/2"" X 4" X 8"16" COVERAGE , 24 GAUGEIRONSTONESADDLEBROOK XT/ FARMHOUSE XT SD846X36 PLANK/MATTEThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.071624X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SDATE DESCRIPTIONDELTA01.15.21 1 ADDENDUM 0101.21.21 2 ADDENDUM 023/9/2021 8:35:27 AMEXT. ELEVATIONS20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646PK/JDPROGRESS SETSCALE: 1/8" = 1'-0"A2021SOUTH ELEVATIONSCALE: 1/8" = 1'-0"A2022WEST ELEVATION
MAIN FLOOR100’ − 0"T.O. STOREFRONT109’ − 0"B.O. STRUCTURE118’ − 0"T.O. PARAPET124’ − 0"3A2042A3013A3014A301T.O. FOOTING98’ − 0"AC6" 1'-0"6" 1'-0"BW1W9671716W22147716718131862A100MAIN FLOOR100’ − 0"T.O. STOREFRONT109’ − 0"B.O. STRUCTURE118’ − 0"T.O. PARAPET124’ − 0"3A2042A3013A3014A301T.O. FOOTING98’ − 0"AC6" 1'-0"6" 1'-0"BW61671181016716791015141517A60122A100MAIN FLOOR100’ − 0"T.O. STOREFRONT109’ − 0"1A3012A2041A204T.O. FOOTING98’ − 0"13452W6104W5103102W3101W2W4W7W11615167176FUTURE DEMISING WALLFUTURE DEMISING WALLFUTURE DEMISING WALL1A602SECTION PLAN − GENERAL NOTES1. IMMEDIATELY INFORM ARCHITECT OF ANY DISCREPANCIES AMONGST DISCIPLINES AND RESOLVE WITH WRITTEN CLARIFICATION BEFORE ANY WORK COMMENCES.2. GRIDS ARE POSITIONED AT FACE OF SHEATHING OR CENTER OF COLUMN3. ALL TPO ROOFING TO HAVE MINIMUM OF 1/4"/12" SLOPE4. DO NOT SCALE DRAWINGS5. REFER TO ALL PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURES AND LOCATIONS6. CONTRACTOR TO CONFIRM THAT ALL AREAS ARE PROIDED WITH POSITIVE DRAINAGE PRIOR TO SHEATHING OF THE ROOF.7. CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.8. ALL ROOF TOP UNITS SHALL BE PLACED ON FACTORY ROOF CURBS AND LOCATED IN AREA DESIGNATED FOR MECHANICAL EQUIPMENT.9. ALL WALL PENETRATIONS AT RATED WALL LOCATIONS REQUIRED FOR PIPES, CONDUIT, DUCTING, ETC. SHALL BE SEALED TO STOP PASSAGE OF FIRE AND/ OR SMOKE WITH FIRE SAFING AND APPROVED SEALANT. 10. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND INDICATED IN THE CONTRACTORS BID.11. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN FULL COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. THE PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS.123KEYNOTESCONCRETE COLUMN BASE , RE: STRUCTURAL DRAWING − #/A60145CONCRETE FOOTING, RE: STRUCTURAL DRAWINGSPRE−CAST CONCRETE CAPSTRUCTURAL COLUMN, RE: STRUCTRURAL DRAWINGS6STRUCTURAL ROOF FRAMING, RE: STRUCTURAL DRAWINGS7RIGID INSULATION W/ 60 MIL TPO ROOF MEMBRANE8ROOF DRAIN, RE: PLUBMING DRAWINGS9STANDING SEAM METAL ROOF10NOT USED111213GALVANIZED HEAVY GAUGE METAL MESH − SEE ELEVATIONS, RE: #/A601141516STEEL AWNING, RE: DETAIL #/A60117FABRIC AWNING, RE: DETAIL #/A60118RTU UNIT, RE: MECHANICAL DRAWINGSROOF ACCESS/HATCH − LADDERBATT INSULATIONMETAL DECKPARAPET SUPPORT, RE: STRUCTRUAL DRAWING19SCREENED PSI GAS METERS: PER MECHANICAL20GUTTER: SLOPED @ MIN. 1/4"/12"21DOWNSPOUT: COLOR TO MATCH STOREFRONT MULLIONSEALED CONCRETE SLAB OVER BASE COURSE, RE: STRUCTURAL0’ 8’−0" 16’−0" 24’−0"BAR SCALE: 1/8"=1’The drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Chris Layton and Associates and are subject to the copyright of Chris Layton and Associates or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Chris Layton and Associates, is strictly prohibited as an infringement of its copyright and may result in liability2005 East 2700 | South Suite 200 Salt Lake City, Utah 84109p:801.487.0715 | f:801.487.071624X36 SHEET #TITLEDWN BY / CHK BYPROJECT NO.CHRONOLOGYPRINTED DATEA R C H I T E C T SA R C H I T E C T SDATE DESCRIPTIONDELTA01.15.21 1 ADDENDUM 0101.21.21 2 ADDENDUM 023/9/2021 8:35:38 AMBUILDINGSECTIONS20.0363243 EAST VILLAGE DRIVEMERIDIAN, ID 83646AuthorPROGRESS SETSCALE: 1/8" = 1'-0"A2041NORTH TO SOUTH BUILDING SECTIONSCALE: 1/8" = 1'-0"A2042NORTH TO SOUTH BUILDING SECTION 2SCALE: 1/8" = 1'-0"A2043EAST TO WEST BUILDING SECTION