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Home My WebLink AboutPLANS 2 - 19-00599 - 72 S 1st E - Grand Peaks Medical - Remodel gpcarchitects 18 N. Main St., Ste. 200 PO Box 330 Driggs, Idaho 83422 208.354.8036 PROPOSAL REQUEST Contractor: Construction Solutions Co. Project Name & No.: Grand Peaks Rexburg - 1906 Proposal Request No.: 05 Date of Issue: 01.31.2020 This is not a change Order, a construction change directive or a direction to proceed with the work described in the proposed modifications. Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Within Ten (10) days, the Contractor must submit this proposal or notify the Architect, in writing, of the date on which proposal submission is anticipated. Description: (Written description of the work) 1.1 Please provide a cost proposal to provide the changes outlined below. This request does not imply acceptance of the proposal. Provide all materials and labor to extend Waiting 144 to the North to Grid line B per the attached documents. All finishes and casework are to match existing and be approved by the Owner prior to ordering. If this is accepted it will need to be submitted to the City of Rexburg as a change to the Building Permit. Attachments: (List of attached documents that support the description) Sheet T1.1 Title Sheet Sheet CR1.1 Code Review Sheet AS1.1 Site Plan Sheet D1.1 Demolition Plan Sheet A1.1 Floor Plan Sheet A2.1 Building Details Sheet A3.1 Exterior Elevations Sheet A4.1 Roof Plan Sheet A4.2 Roof Details Sheet A8.2 Interior Elevations Sheet A10.1 Door & Window Schedules Sheet A11.1 Reflected Ceiling Plan & Details Sheet S2.0 Foundation Plan Sheet S2.1 Roof Framing Plan Sheet S3.1 Details Sheet M1.1 Mechanical Floor Plan Sheet E0.1 Existing Electrical Plan Sheet E1.0 Lighting Plan Sheet E2.0 Power/Data Plan THE PROJECT CONSISTS OF A PARTIAL RENOVATION OF THE EXISTING MEDICAL AND DENTAL CLINIC AND A COMPLETE INTERIOR RENOVATION, PARTIAL EXTERIOR RENOVATION AND RE-ROOF OF THE ADJACENT BUILDING. THE EXISTING MEDICAL AND DENTAL CLINIC RENOVATION WILL INCLUDE, ON THE MEDICAL SIDE, RENOVATING TWO OF THE EXISTING OFFICES INTO EXAM ROOMS THAT WOULD INCLUDE CASEWORK WITH SINKS, RENOVATE THE LAB STORAGE AREA, PROVIDE STORAGE IN THE OLD BREAKROOM AREA AND A CONNECTING HALLWAY TO THE ADJACENT BUILDING. THE RENOVATION ON THE DENTAL SIDE WILL INCLUDE CONVERTING THREE OF THE EXISTING OFFICES INTO OPERATORY ROOMS THAT WILL REQUIRE CABINETS WITH SINKS, RELOCATING THE MECHANICAL ROOM TO THE GARAGE, PROVIDE STORAGE IN THE OLD BREAKROOM AREA AND A CONNECTING HALLWAY TO THE ADJACENT BUILDING. THE RENOVATION WILL ALSO INCLUDE EXTERIOR IMPROVEMENTS TO THE SOUTH AND NORTH SIDE OF THE BUILDING TO MATCH THE EXISTING EAST ELEVATION. THE ADJACENT BUILDING WILL INCLUDE A COMPLETE INTERIOR RENOVATION WITH A NEW MENTAL HEALTH SUITE, RESTROOMS, MEDICAL PROVIDER OFFICES, DENTAL PROVIDER OFFICES, STAFF BREAKROOM, CONFERENCE/MEETING ROOM. THE RENOVATION WILL ALSO INCLUDE EXTERIOR IMPROVEMENTS TO MATCH THE EXISTING BUILDING WITH A NEW, INVITING ENTRANCE FACING SOUTH AND A COMPLETE ROOF REPLACEMENT THAT WILL INCLUDE TUBE SKYLIGHTS. GROSS AREAS: EXISTING RENOVATION: 6,926 NEW RENOVATION: 5,145 VESTIBULE ADDITION: 96 TOTAL: 12,167 S.F. OCCUPANCY: B NO. OF STORIES:1 TYPE OF CONSTRUCTION: V-B OWNER: GRAND PEAKS MEDICAL PROJECT ADDRESS: 72 S. 1ST E REXBURG, ID 83440 BUILDING CODES APPLICABLE: 2015 INTERNATIONAL BUILDING CODE 2015 ENERGY CONSERVATION CODE 2015 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FUEL GAS CODE 2017 IDAHO PLUMBING CODE OWNER: GRANDS PEAKS MEDICAL ARCHITECT: GPC ARCHITECTS 18 N. MAIN ST, SUITE 200 PO BOX 330 DRIGGS, ID 83422 PHONE: 208.354.8036 EMAIL: gchadwick@gpcarch.com CONTACT: GARETT CHADWICK, AIA, LEED AP BD&C GENERAL CONTRACTOR: CONSTRUCTION SOLUTIONS COMPANY 2880 E. 14TH N. AMMON, ID 83401 PHONE: 208.514.4441 EMAIL: travis@cscid.com CONTACT: TRAVIS SIMMONS STRUCTURAL ENGINEER: FROST STRUCTURAL ENGINEERING 1020 LINCOLN ROAD IDAHO FALLS, ID 83401 PHONE: 208.227.8405 EMAIL: davidp@froststructural.com CONTACT: DAVID PORTER NORTH PROJECT SITE NOTE: NOT ALL SYMBOLS ARE USED ARCHITECTURAL CR1.1 CODE REVIEW AS1.1 SITE PLAN D1.1 DEMOLITION FLOOR PLAN A1.1 FLOOR PLAN A2.1 BUILDING DETAILS A3.1 EXTERIOR ELEVATIONS A4.1 ROOF PLAN A4.2 ROOF DETAILS A5.1 BUILDING SECTIONS A8.1 INTERIOR ELEVATIONS & ENLARGED PLAN A8.2 INTERIOR ELEVATIONS A10.1 DOOR & WINDOW SCHEDULES A11.1 REFLECTED CEILING PLAN & DETAILS SHEET NUMBER SHEET NUMBER project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 5 9 P M T1.1 TITLE SHEET 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O TITLE T1.1 TITLE SHEET MECHANICAL ENGINEER: ENGINEERED SYSTEMS ASSOCIATES, INC. 1355 EAST CENTER STREET POCATELLO, ID 83201 PHONE: 208.232.0501 EMAIL: esa@engsystems.com CONTACT: DWAYNE SUDWEEKS, PE ELECTRICAL ENGINEER: PAYNE ENGINEERING INC 1823 EAST CENTER STREET POCATELLO, ID 83201 PHONE: 208.232.4439 EMAIL: payneengineering@gmail.com CONTACT: TODD PAYNE, PE STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S1.1 GENERAL STRUCTURAL NOTES/SPECIAL INSPECTIONS S1.2 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.3 ROOF FRAMING PLAN S3.0 DETAILS MECHANICAL M0.1 MECHANICAL AND PLUMBING DEMO PLAN M1.1 MECHANICAL FLOOR PLAN M3.1 MECHANICAL SCHEDULE AND DETAILS P1.1 PLUMBING FLOOR PLAN P3.1 PLUMBING SCHEDULE AND DETAILS ELECTRICAL E0.0 ELECTRICAL SYMBOLS & DETAILS E0.1 EXISTING ELECTRICAL PLAN E1.0 LIGHTING PLAN E2.0 POWER/DATA PLAN E3.0 POWER RISER & SCHEDULES E3.1 ELECTRICAL DETAILS XXX ABV Above A/C Air Conditioning ACT Acoustical Ceiling Tile ADJ Adjustable, Adjacent A.F.F. Above Finish Floor A.I.B.Air Infiltration Barrier ALT Alternate ALUM Aluminum APPROX Approximate ARCH Architectural/Architect BD Board BLDG Building BLK Block BLKG Blocking BLW Below BM Beam B.M. Bench Mark BN Bullnose B.O.F. Bottom of Footing B.O.M.Bottom of Masonry BRG Bearing BTM Bottom BTWN Between B.U. Built-up CAB Cabinet CEM Cement C.I. Cast Iron C.J. Control Joint CLG Ceiling CLO Closet C.M. Construction Manager C.M.U. Concrete Masonry Unit C.O. Clean out COL Column CONC Concrete CONST.JT.Construction Joint CONT Continuous CONTR Contractor COORD Coordinate CORR Corridor CPT Carpet C.T. Ceramic Tile CTR Center C.W. Cold Water DBL Double DET Detail D.F. Drinking Fountain DIA Diameter DIM Dimension DISP Dispenser/Disposal DN Down D.P. Dampproofing DR Door DRF Draftstopping D.S. Downspout DWG Drawing EA Each E.C. Electrical Contractor E.E. Each End E.I.F.S.Exterior Insulation and Finish System E.J. Expansion Joint E.J.C. Expansion Joint Cover EL Elevation ELEC Electrical/Electric E/O Equipment by Owner E.P.D.M.Ethylene Propylene Diene Monomer E.P.S. Expanded Polystyrene EQ Equal EQUIP Equipment E.W.C. Electric Water Cooler E.W.S. Exterior Wall System EXIST or (e)Existing EXP Expansion EXT Exterior F.D. Floor Drain FDN Foundation F.E. Fire Extinguisher FIN Finish FLR/FL Floor F.N.D. Feminine Napkin Disposal F.N.V. Feminine Napkin Vendor F.O.B. Face of Brick F.O.F. Face of Framing F.O.S. Face of Stud FR Frame FT Feet/Foot FTG Footing FURR Furring GA Gauge GALV Galvanized G.B. Grab Bar GEN General G.I.Galvanized Iron GL Glass G.W.B. Gypsum Wallboard H.B. Hose Bibb H/C Handicapped H.C.Hollow Core H.D. Heavy Duty HDNR Hardener HDW Hardware H.M. Hollow Metal HORZ Horizontal HT Height H.W. Hot Water ICF Insulated Concrete Form I.D. Inside Diameter IN Inch/Inches INCL Including INFO Information INSUL Insulation INT Interior INV Invert JAN Janitor JT Joint LKRS Lockers LOC Location MASRY Masonry Block MAT/MAT'L Material MAX Maximum MECH Mechanical MEMB.W.P.Membrane Waterproofing MEZZ. Mezzanine MFR/MFG Manufacturer/ Manufacturing M.H.Manhole Min Minimum MISC Miscellaneous M.L.P.Metal Liner Panel M.O.Masonry Opening M.T.Metal Threshold MTL Metal M.T.P.Metal Toilet Partition (N)New NEC'Y Necessary N.I.C.Not in Contract NOM Nominal N.T.S.Not to Scale O.A.F.Overall Frame O.C.On Center O.D.Outside Diameter O.H.Overhead OPNG Opening OPP Opposite OPP.H.Opposite Hand ORIG Original O.F.C.I.Owner Furnished Contractor Installed O.F.O.I.Owner Furnished Owner Installed PL or Plate P.Lam Plastic Laminate PLAS Plastic PLYWD Plywood PREFAB Prefabricated PT Paint P.T.D.Paper Towel Dispenser P.T.W.Pressure Treated Wood PTN Partition QT Quarry Tile (R)Remove RAD Radius R.D.Roof Drain RECMND Recommendation REF Reference/Refrigerator REINF Reinforce/Reinforcing REQ'D Required RET Retain/Retained REV Revisions R.F.Resilient Flooring RM Room R.O.Rough Opening RTG Rating S.C.Solid Core SCHED Schedule S.C.W.Solid Core Wood S.D.Soap Dispenser SECT Section S.F.Square Feet S.F.C.Special Floor Coating S.G.T.Structural Glazed Tile SHWR Shower SHT Sheet SHTG Sheathing SIM Similar SPECS Specifications SQ Square S.S.Stainless Steel STD Standard STL Steel STOR Storage STRUCT Structural SUSP Suspended S.W.C.Special Wall Coating TEL Telephone TEMP Tempered T.O.BM.Top of Beam T.O.C.Top of Concrete T.O.F.Top of Footing TOIL Toilet T.O.J.Top of Joist T.O.M.Top of Masonry T.O.S.Top of Steel T.P.D.Toilet Paper Dispenser TRANS. FG. PNL. Translucent Fiberglass Panel TRTD Treated TYP Typical U.G.Underground U.L.Underwriters Laboratory UNEXC Unexcavated UNFIN Unfinished U.N.O.Unless Noted Otherwise U.S.Underside (V)Verify V.C.T.Vinyl Composition TIle VENT Ventilation/Ventilator VERT Vertical V.I.F.Verify in Field VISQ.V.B.Visqueen Vapor Barrier V.S.G.Vinyl Sheet Goods V.T.R.Vent Thru Roof VWC Vinyl Wallcovering W/With W.C.Water Closet WD Wood WDO Window W/O Without W.P.Waterproof XX.X X X X X X XX.X X XX.X X XX.X XX.X XXX X XXX XX X X'-X"CX XXX KEY TO SYMBOLSSTANDARD ABBREVIATIONS VICINITY MAP BUILDING DATA INDICATES CENTER LINE EXTERIOR ELEVATION NUMBER DETAIL NUMBER BUILDING SECTION LETTER WALL SECTION NUMBER SHEET DRAWN ON GROUT IN SECTION RIGID INSULATION IN SECTION ACOUSTICAL TILE IN SECTION DRYWALL OR PLASTER IN SECTION E.I.F.S. IN SECTION SOUNDBOARD IN SECTION PLYWOOD IN SECTION FINISHED WOOD IN SECTION METAL IN SECTION BRICK IN SECTION CONCRETE BLOCK IN LARGE SCALE SECTION CONCRETE BLOCK IN SMALL SCALE SECTION CONCRETE IN SMALL SCALE SECTION CONCRETE IN LARGE SCALE SECTION GRAVEL IN SECTION EARTH IN SECTION STUD WALL BATT INSULATION WALL TYPE LETTER TOILET ACCESSORY DEMOLITION KEYED NOTE & BORROWED LITE TAG CEILING TYPE TAG EXTERIOR WINDOW LETTER & BORROWED LITE TAG ROOM NUMBER KEYED NOTE NUMBER INTERIOR & EXTERIOR DOOR OR GATE NUMBER SHEET DRAWN ON SHEET DRAWN ON SHEET DRAWN ON INTERIOR ELEVATION NUMBER SHEET DRAWN ON INDEX TO DRAWINGS RCP Reflected Ceiling Plan PROJECT TEAM X PROJECT SUMMARY CONSTRUCTION DOCUMENTS ACCESS. Accessory 1/ 2 9 / 2 0 2 0 5 : 0 0 : 5 9 P M GRAND PEAKS RENOVATION REXBURG, IDAHO CO L L E G E A V E CARLSON AVE E 1ST S S 1 S T E CO L L E G E A V E CARLSON AVE E 1ST S S 1 S T E ADD. NO. 10/09/2019 1 ADD. NO. 10/11/2019 2 CRC 11/8/2019 1 no. description date 1 ADDENDUM #1 10/09/2019 2 ADDENDUM #2 10/11/2019 3 CITY REVIEW COMMENTS 11/8/2019 9 PR #5 01/29/2020 PR NO. 01/29/2020 5 2 735 SF GROSS STORAGE 3 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 141 429 SF GROSS WAITING 5 OCCUPANT(S) BUSINESS AREAS 100 GROSS 102 120 SF GROSS (E) OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A205 121 SF GROSS (E) OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A206 121 SF GROSS (E) OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A207 120 SF GROSS (E) OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A208 117 SF GROSS OPERATORY 1 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS 137 121 SF GROSS OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS 136 46 SF GROSS (E) IT 1 OCCUPANT(S) BUSINESS AREA 100 GROSS A212 165 SF GROSS EXAM 2 OCCUPANT(S) OTUPATIENT AREAS 100 GROSS 138 95 SF GROSS (E) EXAM 1 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A216 142 SF GROSS (E) XRAY 2 OCCUPANT(S) OUTPATIENT AREA 100 GROSS A218 77 SF GROSS ELEC 1 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 132 174 SF GROSS (E) PROCEDURE 2 OCCUPANT(S) INSTITUTIONAL AREA 100 GROSS A225 91 SF GROSS (E) EXAM 1 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A226 90 SF GROSS (E) EXAM 1 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A227 99 SF GROSS (E) EXAM 1 OCCUPANT(S) OUTPATIENT AREA 100 GROSS A228 97 SF GROSS (E) EXAM 1 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A229 120 SF GROSS (E) NURSE STATION 2 OCCUPANT(S) BUSINESS AREA 100 GROSS A230 118 SF GROSS (E) RECEPTION 2 OCCUPANT(S) BUSINESS AREA 100 GROSS A231 124 SF GROSS (E) PHARMACY 2 OCCUPANT(S) BUSINESS AREA 100 GROSS A232 449 SF GROSS (E) WAITING/RECEPTION 5 OCCUPANT(S) BUSINESS AREA 100 GROSS A233 90 SF GROSS (E) STORAGE 1 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS A235 109 SF GROSS EXAM 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS 139 90 SF GROSS OPERATORY 1 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS 140 161 SF GROSS (E) LAB 2 OCCUPANT(S) BUSINESS AREA 100 GROSS A244 81 SF GROSS (E) KID ROOM 1 OCCUPANT(S) BUSINESS AREA 100 GROSS A249 527 SF GROSS CONFERENCE 6 OCCUPANT(S) BUSINESS AREA 100 GROSS 119 253 SF GROSS BREAKROOM 3 OCCUPANT(S) BUSINESS AREA 100 GROSS 118 136 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 116 138 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 114 138 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 109 138 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 107 132 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 127 330 SF GROSS PLAY THERAPY 4 OCCUPANT(S) BUSINESS AREA 100 GROSS 106 115 SF GROSS MECH/ELEC 1 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 124 119 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 110120 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 123 122 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 122 121 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 113 121 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 115 122 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 121 125 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS STORAGE 100 GROSS 126 254 SF GROSS MEDICAL STORAGE 1 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 133 76 SF GROSS DENTAL STORAGE 1 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 134 98 SF GROSS LAB STORAGE 1 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 130 143 SF GROSS LAB 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 129 138 SF GROSS OFFICE 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 111 48 SF GROSS MECH 1 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 142 109 SF GROSS RECEPTION 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 105 84 SF GROSS DENTAL RECEPTION 2 OCCUPANT(S) BUSINESS AREA 100 GROSS 143 2 2 2 2 2 3 6 4 2 2 2 2 1 2 2 1 2 1 3 2 1 1 1 1 2 211 1 2 2 2 2222222 2 1 2 21 1 4 20 11 11 22 19 440 SF GROSS DENTAL WAITING 4 OCCUPANT(S) BUSINESS AREA 100 GROSS 144 PR NO. 01/29/2020 5 AREA OF OCCUPANCY (SQUARE FEET) OCCUPANCY LOAD FACTOR (IBC TABLE 1004.1.2) ROOM NAME AND NUMBER CLASSROOM C104 CLASSROOM AREA 20 NET 714 SF NET 35 OCCUPANTS 7 EXIT NUMBER OF OCCUPANTS DEPICTION OF AND MEASUREMENT OF DIAGONAL DISTANCE OF AREA 107 1/8" ALTERNATE EXIT ROUTE FUNCTION OF SPACE (IBC TABLE 1004.1.2) NUMBER OF OCCUPANTS (AREA/OCC. LOAD FACTOR) project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 5 1 P M CR1.1 CODE REVIEW 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1/8" = 1'-0"CR1.1 1 CODE REVIEW PLAN NORTH NO. NAME GROSS AREA FUNCTION OF SPACE OCCUPANCY LOAD FACTOR NO. OF OCCUPANTS 101 VESTIBULE 75 SF CIRCULATION 0 0 102 WAITING 429 SF BUSINESS AREA 100 GROSS 5 103 VEST. 27 SF CIRCULATION 0 0 104 TOILET 81 SF CIRCULATION 0 5 105 RECEPTION 109 SF BUSINESS AREA 100 GROSS 1 106 PLAY THERAPY 330 SF BUSINESS AREA 100 GROSS 4 107 OFFICE 138 SF BUSINESS AREA 100 GROSS 2 108 RESTROOM 54 SF CIRCULATION 0 0 109 OFFICE 138 SF BUSINESS AREA 100 GROSS 2 110 OFFICE 119 SF BUSINESS AREA 100 GROSS 2 111 OFFICE 138 SF BUSINESS AREA 100 GROSS 2 112 CORR. 444 SF CIRCULATION 0 0 113 OFFICE 121 SF BUSINESS AREA 100 GROSS 2 114 OFFICE 138 SF BUSINESS AREA 100 GROSS 2 115 OFFICE 121 SF BUSINESS AREA 100 GROSS 2 116 OFFICE 136 SF BUSINESS AREA 100 GROSS 2 117 RESTROOM 73 SF CIRCULATION 0 0 118 BREAKROOM 253 SF BUSINESS AREA 100 GROSS 3 119 CONFERENCE 527 SF BUSINESS AREA 100 GROSS 5 120 CORR. 153 SF BUSINESS AREA 100 GROSS 2 121 OFFICE 122 SF BUSINESS AREA 100 GROSS 2 122 OFFICE 122 SF BUSINESS AREA 100 GROSS 2 123 OFFICE 120 SF BUSINESS AREA 100 GROSS 2 124 MECH/ELEC 115 SF ACCESSORY STORAGE 300 GROSS 1 125 CORR. 520 SF CIRCULATION 0 0 126 OFFICE 125 SF BUSINESS AREA 100 GROSS 2 127 OFFICE 132 SF BUSINESS AREA 100 GROSS 2 128 RESTROOM 61 SF CIRCULATION 0 0 129 LAB 143 SF BUSINESS AREA 100 GROSS 2 130 LAB STORAGE 98 SF ACCESSORY STORAGE 300 GROSS 1 131 CORR 76 SF CIRCULATION 0 0 132 ELEC 77 SF ACCESSORY STORAGE 300 GROSS 1 133 MEDICAL STORAGE 254 SF ACCESSORY STORAGE 300 GROSS 1 134 DENTAL STORAGE 76 SF ACCESSORY STORAGE 300 GROSS 1 135 CORR 99 SF CIRCULATION 0 0 136 OPERATORY 121 SF OUTPATIENT AREAS 100 GROSS 2 137 OPERATORY 117 SF OUTPATIENT AREAS 100 GROSS 2 138 EXAM 165 SF OUTPATIENT AREAS 100 GROSS 2 139 EXAM 109 SF OUTPATIENT AREAS 100 GROSS 1 140 OPERATORY 90 SF OUTPATIENT AREAS 100 GROSS 1 141 STORAGE 735 SF ACCESSORY STORAGE 300 GROSS 3 142 MECH 48 SF ACCESSORY STORAGE 300 GROSS 1 143 DENTAL RECEPTION 84 SF BUSINESS AREA 100 GROSS 2 144 DENTAL WAITING 440 SF BUSINESS AREA 100 GROSS 4 A205 (E) OPERATORY 120 SF OUTPATIENT AREAS 100 GROSS 1 A206 (E) OPERATORY 121 SF OUTPATIENT AREAS 100 GROSS 1 A207 (E) OPERATORY 121 SF OUTPATIENT AREAS 100 GROSS 1 A208 (E) OPERATORY 120 SF OUTPATIENT AREAS 100 GROSS 1 A212 (E) IT 46 SF BUSINESS AREA 100 GROSS 1 A215 (E) HALL 427 SF CIRCULATION 0 0 A216 (E) EXAM 95 SF OUTPATIENT AREAS 100 GROSS 1 A218 (E) XRAY 142 SF OUTPATIENT AREAS 100 GROSS 2 A225 (E) PROCEDURE 174 SF OUTPATIENT AREAS 100 GROSS 2 A226 (E) EXAM 91 SF OUTPATIENT AREAS 100 GROSS 1 A227 (E) EXAM 90 SF OUTPATIENT AREAS 100 GROSS 1 A228 (E) EXAM 99 SF OUTPATIENT AREAS 100 GROSS 1 A229 (E) EXAM 97 SF OUTPATIENT AREAS 100 GROSS 1 A230 (E) NURSE STATION 120 SF OUTPATIENT AREAS 100 GROSS 2 A231 (E) RECEPTION 118 SF BUSINESS AREA 100 GROSS 2 A232 (E) PHARMACY 124 SF BUSINESS AREA 100 GROSS 2 A233 (E) WAITING/RECE PTION 449 SF BUSINESS AREA 100 GROSS 5 A235 (E) STORAGE 90 SF ACCESSORY STORAGE 300 GROSS 1 A236 (E) HALL 75 SF CIRCULATION 0 0 A240 (E) CORR. 259 SF CIRCULATION 0 0 A244 (E) LAB 161 SF BUSINESS AREA 100 GROSS 2 A247 (E) RESTROOM 40 SF CIRCULATION 0 0 A248 (E) RESTROOM 37 SF CIRCULATION 0 0 A249 (E) KID ROOM 81 SF BUSINESS AREA 100 GROSS 1 A250 (E) VESTIBULE 361 SF CIRCULATION 0 0 A251 (E) WAITING Not Placed BUSINESS AREA 100 GROSS 3 A253 Room Not Placed A254 Room Not Placed OCCUPANCY SCHEDULE CODE REVIEW PLAN LEGEND CRC 11/8/2019 1 no. description date 3 CITY REVIEW COMMENTS 11/8/2019 9 PR #5 01/29/2020 PR NO. 01/29/2020 5 X X X X X X XXX X X X X X X XX XXXXX X X X X XX EXISTING GRAND PEAKS DENTAL & MEDICAL TO BE RENOVATED EXISTING BUILDING TO BE RENOVATED EXISTING BUILDING(S) EXISTING BUILDING(S) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING 41 EXISTING SPACES 6 SPACES NEW VESTIBULE ADDITION E 1ST E S 1 S T E CO L L E G E A V E . 024119.09 024119.09 024119.09 321104 321104 321104 321104 TYP. 321216 321313 329300 321216 321313.10 321105.10 321105.20 2'-6"9'-0"15'-0"20'-6"5'-0" 22 ' - 0 " 22 ' - 0 " 2 0 '-0 " 9'-0" CRC 11/8/2019 1 015000 015000 19'-10 11/16" NEW WAITING ROOM ADDITION PR NO. 01/29/2020 5 RENOVATED BUILDING NEW CONCRETE NEW ASPHALT NEW PAINT STRIPING PROPERTY LINE EXSISTING BUILDING EXSISTING CONCRETE EXISITING ASPHALT EXISTING GRASSNEW 3/4" CUT ROCK MULCH EXISTING PAINT STRIPING FENCE LINE project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 4 6 P M AS1.1 SITE PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1" = 20'-0"AS1.1 1 OVERALL SITE PLAN 1. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. 2. ITEMS NOT SPECIFICALLY NOTED OR IDENTIFIED AS EXISTING ARE TO BE CONSIDERED NEW. 3. ALL CURBS AND WALKS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. WHERE APPARENT DISCREPANCIES OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. 4. SLOPE ALL WALKS, FILLS AND PAVED AREAS AWAY FROM BUILDING, DO NOT EXCEED CROSS SLOPE OF 2% ON WALKS. 5. LIMIT CONSTRUCTION ACTIVITIES TO AREA'S WITHIN CONSTRUCTION FENCE. GENERAL NOTES KEYED NOTES SITE LEGEND NORTH 015000 CONSTRUCTION FENCE 024119.09 SELECTIVE DEMOLITION - REMOVE FENCE 321104 PERMANENT PAVEMENT MARKINGS 321105.10 PERMANENT TRAFFIC SIGNING "ONE WAY DO NOT ENTER" - BUILDING MOUNTED 321105.20 PERMAENT TRAFFIC SIGN "RESERVED PARKING VAN ACCESSIBLE" W/ HANDICAP SYMBOL - POLE MOUNTED 321216 NEW ASPHALT - SLOPE AWAY FROM BUILDING 321313 NEW CONCRETE PAVEMENT - SLOPE AWAY FROM BUILDING 321313.10 NEW VERICAL CURB - 6" WIDE, 12" BELOW GRADE, 8" ABOVE GRADE 329300 NEW ROCK MULCH & SNOW STORAGE AREA CRC 11/8/2019 1 no. description date 3 CITY REVIEW COMMENTS 11/8/2019 9 PR #5 01/29/2020 (E) (E) OPERATORY (E) (E) OPERATORY (E) (E) OPERATORY (E) (E) OPERATORY (E) (E) IT (E) EXAM (E) (E) HALL (E) (E) EXAM(E) (E) XRAY(E) ELEC (E) RESTROOM (E) (E) PROCEDURE (E) (E) EXAM (E) (E) EXAM (E) (E) EXAM (E) (E) EXAM (E) (E) NURSE STATION (E) (E) RECEPTION (E) (E) PHARMACY (E) (E) WAITING/RECEPTION (E) (E) STORAGE (E) (E) HALL (E) (E) CORR. (E) EXAM (E) OPERATORY (E) (E) LAB (E) (E) RESTROOM (E) (E) RESTROOM (E) (E) KID ROOM (E) STORAGE (E) CORR (E) LAB (E) CORR (E) OFFICE (E) BREAK (E) OFFICE (E) OFFICE (E) LAB STORAGE (E) LAB STORAGE (E) RESTROOM 1 1 AA B C 2 2 3 3 DD 4 4 5 5 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ 024119.01 024119.03 ± 5 ' - 6 " 024119.03024119.03 024119.01 024119.01 024119.03 024119.01 024119.01 024119.03024119.03 024119.03024119.03 024119.01 024119.03 024119.01 024119.03 024119.03 024119.02 024119.03 024119.01 024119.03024119.03 024119.03024119.03 024119.01 024119.03024119.03 024119.03 024119.03024119.03 024119.03024119.03024119.03 024119.01 024119.03 024119.01 024119.03 024119.03024119.03024119.03 024119.01 024119.02 024119.04 024119.08 024119.04 024119.11 024119.12024119.12024119.12 024119.10 024119.10 024119.10 024119.10 024119.10 024119.13 024119.13 024119.01 024119.01 024119.01 024119.01 024119.14 024119.14 024119.14 024119.03 024119.03024119.03024119.03 024119.04 024119.03 024119.03 024119.01 024119.12 CRC 11/8/2019 1 CRC 11/8/2019 1 PR NO. 01/29/2020 5 024119.02024119.02 024119.02024119.02 024119.03 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 5 2 P M D1.1 DEMOLITION FLOOR PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1/8" = 1'-0"D1.1 1 DEMOLTION FLOOR PLAN KEYED NOTES 024119.01 SELECTIVE DEMOLITION - REMOVE DOOR, HARDWARE & FRAME 024119.02 SELECTIVE DEMOLITION - REMOVE CASEWORK 024119.03 SELECTIVE DEMOLITION - REMOVE WALL OR PORTION OF WALL AS DIMENSIONED 024119.04 SELECTIVE DEMOLITION - REMOVE SINK & FAUCET 024119.08 SELECTIVE DEMOLITION - REMOVE TOILET 024119.10 SELECTIVE DEMOLITION - REMOVE FLOORING 024119.11 SELECTIVE DEMOLITION - REMOVE FLOORING & SALVAGE FOR RE-USE 024119.12 SELECTIVE DEMOLITION - REMOVE CEILING 024119.13 SELECTIVE DEMOLITION - REMOVE (E) INFILL 024119.14 SELECTIVE DEMOLITION - REMOVE (E) VINYL SIDING, REPAIR (E) CMU AS REQ'D. FOR NEW FINISH 1. TAKE PROPER PRECAUTIONS DURING DEMOLITION TO PROTECT EXISTING STRUCTURES AND FINISHES WHICH ARE TO REMAIN. REPAIR ANY MATERIALS DAMAGED BY CONSTRUCTION ACTIVITIES. 2. SOME UNKNOWN CONDITIONS MAY EXIST. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE EXTENT OF THE WORK. 3. ITEMS IDENTIFIED FOR OWNER REUSE OR SALVAGE SHALL BE CAREFULLY REMOVED, CLEANED, AND STORED NEATLY AND SECURELY FOR REUSE OR OWNER'S BENEFIT. 4. OWNER RETAINS FIRST RIGHT OF SALVAGE FOR ALL REMOVED ITEMS. 5. COORDINATE DEMOLITION WORK WITH ALL NEW WORK TO BE DONE. ADDITIONAL DEMOLITION, OTHER THAN THAT SHOWN ON THESE DRAWINGS, MAY BE REQUIRED FOR COMPLETION OF NEW WORK. 6. DEMOLISHED MATERIALS AND DEBRIS NOT SALVAGED FOR REUSE OR OWNER BENEFIT SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF IN A SAFE AND LAWFUL MANNER. 7. THE EXTENT AND TYPE OF CONSTRUCTION IN CONCEALED SPACES TO BE DEMOLISHED IS UNKNOWN. CONTRACTOR TO ASSUME FOR BIDDING THAT THE TYPE OF CONCEALED CONSTRUCTION IS SIMILAR TO ADJACENT TYPICAL TYPES OF CONSTRUCTION. 8. CONTRACTOR TO PROVIDE PROPER SHORING OF LOAD BEARING ELEMENTS DURING DEMOLITION. COORDINATE WITH STRUCTURAL ENGINEER. 9. AREA OF DEMOLITION, INDICATED THUS: DEMOLITION NOTES NORTH no. description date 3 CITY REVIEW COMMENTS 11/8/2019 9 PR #5 01/29/2020 REF. (E) (E) OPERATORY (E) (E) OPERATORY (E) (E) OPERATORY(E) (E) OPERATORY (E) (E) IT EXAM 138 (E) (E) HALL (E) (E) EXAM (E) (E) XRAY ELEC 132 RESTROOM 128 (E) (E) PROCEDURE (E) (E) EXAM (E) (E) EXAM (E) (E) EXAM (E) (E) EXAM (E) (E) NURSE STATION (E) (E) RECEPTION (E) (E) PHARMACY (E) (E) WAITING/RECEPTION (E) (E) KID ROOM (E) (E) HALL (E) (E) CORR. EXAM 139 OPERATORY 140 (E) (E) LAB (E) (E) RESTROOM (E) (E) RESTROOM (E) (E) STORAGE 6'-9"6'-8"6'-3"8'-11"3'-7"12'-9"6'-5" CONFERENCE 119 BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124RESTROOM 108 OFFICE 110 OFFICE 123 OFFICE 122 OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 117 116 114 111 109 107 121 122 123 124 118 119 126 127 133 128 MEDICAL STORAGE 133 DENTAL STORAGE 134 CORR 131 LAB STORAGE 130 LAB 129 CORR 135 OPERATORY 137 4 A3.1 1 1 AA B C 2 2 3 3 DD 4 4 5 53 A3.1 A8.1 2 A8.1 11 A8.1 A8.1 16 A8.1 15 14 A8.1 21 A8.1 18 OFFICE 111 OFFICE 109 8' - 3 " ± 3 7 ' - 3 " 14 ' - 8 " 4' - 6 " 5' - 2 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 1' - 8 " 4' - 1 0 " 13 ' - 1 0 " 13'-5"6'-3"12'-8"12'-6"6'-6" ± 20'-4"± 32'-4"± 23'-9"± 68'-3" ± 144'-8" 13 ' - 1 0 " 4' - 1 0 " 6' - 6 " 10 ' - 8 " 9' - 9 " 11 " 3' - 5 " 7' - 1 " 7' - 9 " 13 ' - 0 " 2' - 0 " 2' - 7 " 8' - 1 " 11 ' - 8 " ± 6 9 ' - 1 0 " ± 1 3 ' - 7 " ± 1 9 ' - 5 " ± 1 0 2 ' - 1 0 " ± 1 0 2 ' - 1 0 " E2 W2 W2 W2 W2 W2 W5 W2 W2 W5 W2 W2 W2 W2 W2 W2 W2 E1 W1 W1 W2 W5 W1 E2 W3 W2 W5 W2 W2 W5 W2 1 A3.1 MECH 142 RECEPTION 105 OPERATORY 136 VESTIBULE 101 WAITING 102 VEST. 103 TOILET 104 ± 1'-9"6'-0"6'-0"6'-0"7"2'-2"10'-5"3'-0"6'-0"5'-11"3'-4"1'-6"± 16'-9"± 1'-8"± 5'-4"± 9'-2"± 1'-8"± 14'-6"± 1'-8"± 14'-10"± 1'-8"± 16'-2"± 6'-4"2'-3" ± 144'-8" 2 A3.1 CORR. 112 CORR. 120 CORR. 125 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ E1E1 E1 E1 E3E3E3E3E3E3E3E3E3E3E3E3E3E1E2 E1 E4 E4 E5E5 E3E3E3 E1 E1 W2 W3 W2W2 W5 W5 E1 W5 W5 W5 W2 W2 W2 W2 W6W3W5 W2 W3 W2 W3 W2W2 W5 E6 E6 E6 E6 W1 W1 W1 9'-4" 6' - 0 " ± 7'-7 1/8"3'-5"3'-1"4'-3"± 3'-5" W1 W4 W4 W7 W7 W7 W8 W8 W1 W5 123623.13064116 064116.10064116.10064116.10 123640123640 123640 123623.13 123640 123623.13 W1 123623.13 123623.13 123623.13123623.13 123623.13123623.13 087100087100 260000 113100.10 113100.30 113100.20 220000220000 260000 079500 079500 079500079500 079500 011000.20 E1 101 102 104 106 108 110 113 115 E3 E2 131 134 142 220000.10 E4 079500 079500 079500 E5 A A 13 1917 20 A8.1 5 A8.1 3 4 A8.1 6 ________1 A8.1 A8.1 14 15 087100 ± 3 7 ' - 3 " ± 52'-8"± 92'-0" 1'-9" E8 B W8 SIM. 123623.13123623.13 064116064116 064116.10 064116 064113 W2 064113 ________1 A8.1 SIM. ________1 A8.1 A8.116 A8.1 14 DENTAL RECEPTION 143 (E) (E) WAITING/RECEPTION (E) (E) VESTIBULE CRC 11/8/2019 1 CRC 11/8/2019 1 PR NO. 12/03/2019 1 A 104413 RFI NO. 12/09/2019 4 104413 104413 RFI NO. 12/09/2019 4 RFI NO. 12/09/2019 4 12 PR NO. 1/06/2020 2 PR NO. 1/06/2020 2 PR NO. 1/06/2020 3 PR NO. 1/06/2020 2 PR NO. 1/06/2020 2 22 A8.1 23 PR NO. 1/06/2020 2 A8.1 24 144 260000 8" 064113.20 PR NO. 01/29/2020 5 A E9 A8.2 2 1 DENTAL WAITING 144 ± 5'-0" ±1:12 RFI NO. 1/15/2020 9 ±1:12 ± 5'-0" RFI NO. 1/15/2020 9 DN DN A8.2 3 4 W8 W8 SIM. E1 W1 5/8" TYPE "X" G.W.B. EACH SIDE 2X4 WOOD STUD W/ FULL BATT INSULATION W4 5/8" TYPE "X" G.W.B. EACH SIDE 2X6 WOOD STUD W/ FULL BATT INSULATION W2 2 LAYERS 5/8" TYPE "X" G.W.B. EACH SIDE 2X4 WOOD STUD W/ FULL BATT INSULATION W3 2 LAYERS 5/8" TYPE "X" G.W.B. 2X4 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. W5 2 LAYERS 5/8" TYPE "X" G.W.B. EACH SIDE 2X6 WOOD STUD W/ FULL BATT INSULATION EXTERIOR WALL TILE W6 2 LAYERS 5/8" TYPE "X" G.W.B. 2X6 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. MORTAR SETTING BED EXISTING CMU 1 1/2" RIGID INSULATION 2X4 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER CEMENTITIOUS BOND COAT WATERPROOF MEMBRANE CEMENT BACKER BOARD NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 5/8" TYPE "X" G.W.B. MANUFACTURED STONE VENEER E3 FINISH COAT MORTAR SETTING BED EXISTING CMU 1/2" BROWN COAT 1/4" SCRATCH COAT NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS MANUFACTURED STONE VENEER E2 EXTERIOR WALL TILE MORTAR SETTING BED 8" CMU 1 1/2" RIGID INSULATION 2X4 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER CEMENTITIOUS BOND COAT WATERPROOF MEMBRANE CEMENT BACKER BOARD NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 5/8" TYPE "X" G.W.B. MANUFACTURED STONE VENEER E4 FINISH COAT MORTAR SETTING BED 8" CMU 1/2" BROWN COAT 1/4" SCRATCH COAT NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS MANUFACTURED STONE VENEER MORTAR, BOND COAT MORTOR, SCRATCH COAT 1 1/2" RIGID INSULATION SHEATHING 2X6 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER MANUFACTURED STONE VENEER 5/8" TYPE "X" G.W.B. NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS E5 1 1/2" RIGID INSULATION 2X4 WOOD STUD W/ FULL BATT INSULATION VAPOR BARRIER 5/8" TYPE "X" G.W.B. NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS E6 8" CMU E7 MORTAR SETTING BED 8" CMU MANUFACTURED STONE VENEER W7 2X6 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. EXISTING CMU W8 2X6 WOOD STUD W/ FULL BATT INSULATION 5/8" TYPE "X" G.W.B. EXISTING CMU 8" CMU E8 8" CMU E9 FINISH COAT MORTAR SETTING BED 2" RIGID INSULATION 1/2" BROWN COAT 1/4" SCRATCH COAT MANUFACTURED STONE VENEER 8" CMU VAPOR BARRIER GAP AS NEEDED TO ALIGN W/ ADJ. (E) WALL METAL STUD WALL W/ FULL THICKNESS BATT INSULATION 5/8" TYPE 'X' G.W.B. PR NO. 01/29/2020 5 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 2 6 P M A1.1 FLOOR PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1/8" = 1'-0"A1.1 1 FLOOR PLAN NORTH 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL HANDRAILS, GRAB BARS, TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. SEE PLUMBING PLANS FOR EXACT LOCATION OF FLOOR DRAINS. SLOPE ALL CONCRETE SLABS TOWARDS DRAINS. 4. ALL G.W.B. TO BE 5/8" TYPE 'X', EXCEPT AS NOTED. 5. USE WATER RESISTANT G.W.B. IN ALL WET AREAS INDICATED TO RECIEVE G.W.B. - JANITOR AREAS & TOILET ROOMS @ FIXTURE WALLS ONLY. 6. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 7. DIMENSIONS ARE TO FACE OF BLOCK, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 8. LOCATE DOOR R.O. 4 1/2" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 9. SEE A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A7 SERIES FOR ENLARGED PLANS. 11. SEE A8 FOR INTERIOR ELEVATIONS FOR TRIM, CASEWORK, TOILET ACCESSORIES, ETC. 12. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 13. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 14. ALL VAPOR BARRIER IN LOCATIONS NOT COVERED WITH G.W.B. MUST MEET FLAME SPREAD 25 - SEE SPECS. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. GENERAL NOTES KEYED NOTES 011000.20 EXISTING POWER POLE TO REMAIN 064113 WOOD-VENEER-FACED ARCHITECTURAL CABINETS TO MATCH (E) 064113.20 WOOD-VENEER-FACED PANEL - SMART SCREEN BOX CABINET W/ ACCESS PANEL 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS TO MATCH (E) 064116.10 MELAMINE SHELVING - PROVIDE BRACKETS FOR SUPPORT AS REQUIRED 079500 EXPANSION CONTROL 087100 DOOR HARDWARE - ADA HANDICAP ACTUATOR 104413 FIRE PROTECTION CABINET 113100.10 RESIDENTIAL APPLAINCE - REFRIGERATOR 35" X 32" - O.F.O.I. 113100.20 RESIDENTIAL APPLIANCE - DISHWASHER - O.F.O.I. 113100.30 RESIDENTIAL APPLIANCE - MICROWAVE - O.F.O.I. 123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS TO MATCH (E) 123640 GRANITE COUNTERTOPS TO MATCH (E) 220000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING 220000.10 PLUMBING FIXTURE OR EQUIPMENT - RELOCATED SINK & ACCESSORIES 260000 ELECTRICAL EQUIPMENT - TV - O.F.O.I. WALL TYPES ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 ADD. NO. 10/09/2019 1 SIM. no. description date 1 ADDENDUM #1 10/09/2019 3 CITY REVIEW COMMENTS 11/8/2019 5 PR #1 12/03/2019 6 RFI #4 12/09/2019 7 PR #2 1/06/2020 8 PR #3 1/06/2020 9 PR #5 01/29/2020 12 RFI #9 1/15/2020 DOUBLE 2X WOOD BLOCKING FOR WALL CABINETS, GRAB BARS AND LARGER ITEMS SINGLE 2X6 WOOD BLOCKING FOR ALL MOUNTED TOILET ACCESSORIES, LOWER CASEWORK AND SMALLER ITEMS CA B . H T . CA B . H T . CA B . H T . 1 1 / 2 " C L 1 1 / 2 " 1 1 / 2 " C L C L 1 1 / 2 " C L SEE DETAIL 3/A2.1 FOR BACKING PLATES WITHIN WALL INSTALL BASE AT CABINETS -SEE RM. FINISH SCHED. WALL CABINET - SEE INT. ELEV. SEE DETAIL 3/A2.1 FOR BACKING PLATES WITHIN WALL BASE CABINET - SEE INT. ELEV. INSTALL BASE AT CABINETS -SEE RM. FINISH SCHED. FIRE EXTINGUISHER CABINET FULL THICKNESS BATT INSULATION 5/8" TYPE 'X' G.W.B. EA. SIDE SEE FLOOR PLAN FOR WALL TYPE PROVIDE FULL PERIMETER FRAMING SEMI RECESSED NOTE:SIMILAR CONDITION FOR ELECTRICAL PANELS & VALVE BOXES 4' - 0 " A . F . F . T O C E N T E R O F H A N D L E INTERIOR TRIM PACKAGE - TO MATCH (E) 1X6 1X6 1X4 1X4 1X4 1X4 1X6 MDF TRIM MDF TRIM 1/2" 1/2"1/2" 5" 3" 1X4 2' - 9 1 / 4 " NUMBER NAME FLOOR BASE WALLS CEILING REMARKSNORTH EAST SOUTH WEST FINISH HEIGHT (+/-) 101 VESTIBULE F5 B1 W1 W1 W1 W1 C1 10'-0" 102 WAITING F1 B1 W1 W1 W1 W1 C1 12'-0" 2 103 VEST. F1 B1 W1 W1 W1 W1 C3 8'-0" 104 TOILET F4 B2 W2, W3 W2, W3 W2, W3 W2, W3 C2 8'-0" 105 RECEPTION F1 B1 W1 W1 W1 W1 C1 9'-0" 106 PLAY THERAPY F1 B1 W1 W1 W1 W1 C1 9'-0" 2 107 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 108 RESTROOM F4 B2 W2, W3 W2, W3 W2, W3 W2, W3 C2 8'-0" 109 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 110 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 111 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 112 CORR. F1 B1 W1 W1 W1 W1 C1 9'-0" 113 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 114 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 115 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 116 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 117 RESTROOM F4 B2 W2, W3 W2, W3 W2, W3 W2, W3 C1 8'-0" 118 BREAKROOM F2 B1 W1 W1 W1 W1 C1 10'-0" 119 CONFERENCE F1 B1 W1 W1 W1 W1 C1 12'-0" 2 120 CORR. F1 B1 W1 W1 W1 W1 C1 9'-0" 121 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 122 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 123 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 124 MECH/ELEC F3 B3 W1 W1 W1, W4 W1, W4 C5 STRUCT. 125 CORR. F1 B1 W1 W1 W1 W1 C1 9'-0" 126 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 127 OFFICE F1 B1 W1 W1 W1 W1 C1 9'-0" 128 RESTROOM - B1 W1 - - W1 C3, C5 EXIST. 1 129 LAB - - - - - W1 C5 EXIST. 130 LAB STORAGE F2 B3 W1 W1 W1 W1 C3 EXIST. 131 CORR F1 B1 W1 W1 W1 W1 C5 EXIST. 132 ELEC - - - - - - - EXIST. 133 MEDICAL STORAGE F2 B3 W1 W1 W1 W1 C5 EXIST. 134 DENTAL STORAGE F2 B3 W1 W1 W1 W1 C5 EXIST. 135 CORR F1 B1 W1 W1 W1 W1 C3 EXIST. 136 OPERATORY F2 B1 W1 W1 W1 W1 C3 EXIST. 2 137 OPERATORY F2 B1 W1 W1 W1 W1 C3 EXIST. 2 138 EXAM F2 B1 W1 W1 W1 W1 C3, C5 EXIST. 2 139 EXAM F2 B1 W1 W1 W1 W1 C3, C5 EXIST. 2 140 OPERATORY F2 B1 W1 W1 W1 W1 C5 EXIST. 141 STORAGE F3 B3 W1 W1 W1 W1 C3, C5 EXIST. 142 MECH F3 B3 W1 W1 W1 W1 C5 EXIST. 143 DENTAL RECEPTION F1 B1 W1 W1 W1 W1 C3 EXIST. 2 144 DENTAL WAITING F1 B1 W1 W1 W1 W1 C3 EXIST., 9'-0" 2 CEILING C1 24" X 24" ACOUSTIC TILE & GRID SYSTEM - SEE SPECS C2 EPOXY PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C3 PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C4 OPEN TO ABOVE C5 (E) CEILING TO REMAIN, PAINT WALL W1 TEXTURED AND PAINTED TYPE 'X' GYPSUM BOARD W2 TEXTURED AND EPOXY PAINTED TYPE 'X' GYPSUM BOARD W3 CERAMIC TILING W4 PLASTIC PANELING BASE B1 5" MDF BASE TO MATCH (E) B2 NO BASE B3 RUBBER BASE FLOOR F1 TILE CARPETING F2 WOOD PLANK LVT F3 (E) CONCRETE - SEALED F4 CERAMIC TILING F5 TILE CARPETING - WALK-OFF 1. PROVIDE DESIGNATED BASE FROM ROOM FINISH SCHEDULE AROUND BOTTOM OF CABINETS, UNLESS OTHERWISE NOTED. 2. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 3. SEE A8 FOR INTERIOR ELEVATIONS FOR CASEWORK, TOILET ACCESSORIES, ETC. 4. PROVIDE FLOOR FILLER AS REQUIRED TO PREPARE SLABS FOR FINISH FLOORING. 5. USE WATER RESISTANT G.W.B. IN ALL WET AREAS INDICATED TO RECIEVE G.W.B. - JANITOR AREAS & TOILET ROOMS @ FIXTURE WALLS ONLY. 6. PROVIDE IN-WALL BLOCKING/BACKING FOR WALL MOUNTED ITEMS - SEE DETAIL 1/A2.1. 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. BUTTS AGAINST DISSIMILAR MATERIAL EXCEOT STONE. 8. PROVIDE BACKER BOARD BEHIND ALL TILE WALL FINISHES - DELETE G.W.B. 9. SEE PLUMBING PLANS FOR EXACT LOCATION OF FLOOR DRAINS. SLOPE ALL CONCRETE SLABS TOWARDS DRAINS. GENERAL NOTES ROOM FINISH SCHEDULE LEGEND ROOM FINISH SCHEDULE 1. RE-USE SALVAGED TILE FOR FLOOR 2. PROVIDE CHAIR RAIL TO MATCH (E) FINISH SCHEDULE REMARKS project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 2 8 P M A2.1 BUILDING DETAILS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O NOT TO SCALEA2.1 1 WOOD STUD BACKING DETAIL NOT TO SCALEA2.1 2 CABINET SECTION @ STUD WALL 1 1/2" = 1'-0"A2.1 3 TYP. FIRE EXTINGUISHER DOOR NUMBER NAME ROOM NUMBER ACTUAL NAME ON SIGN NUMBER OF SIGNS 102 WAITING 102 WAITING ROOM 1 104 TOILET 104 RESTROOM 1 106 PLAY THERAPY 106 PLAY THERAPY 1 107 OFFICE 107 OFFICE 1 108 RESTROOM 108 RESTROOM 1 109 OFFICE 109 OFFICE 1 110 OFFICE 110 OFFICE 1 111 OFFICE 111 OFFICE 1 113 OFFICE 113 OFFICE 1 114 OFFICE 114 OFFICE 1 115 OFFICE 115 OFFICE 1 116 OFFICE 116 OFFICE 1 117 RESTROOM 117 RESTROOM 1 118 BREAKROOM 118 BREAKROOM 1 119 CONFERENCE 119 CONFERENCE ROOM 1 121 OFFICE 121 OFFICE 1 122 OFFICE 122 OFFICE 1 123 OFFICE 123 OFFICE 1 124 MECH/ELEC 124 JANITOR 1 136 OFFICE 126 OFFICE 1 127 OFFICE 127 OFFICE 1 128 RESTROOM 128 RESTROOM 1 133 MEDICAL STORAGE 133 STORAGE 1 134 DENTAL STORAGE 134 STORAGE 1 OPERATORY 136 OPR - VERIFY W/ OWNER 1 OPERATORY 137 OPR - VERIFY W/ OWNER 1 EXAM 138 EXAM 1 EXAM 139 EXAM 1 OPERATORY 140 OPR - VERIFY W/ OWNER 1 DENTAL RECEPTION 143 DENTAL WAITING 144 SIGN SCHEDULE INFORMATION SHOWN IN THE SIGN SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY THE INFORMATION TO BE PLACED ON THE SIGNS WITH THE ARCHITECT PRIOR TO ORDERING THE SIGNS. SIGNS TO MATCH EXISTING. 1/4" = 1'-0"A2.1 4 TRIM PACKAGE RESTROOM 1 KEEP THIS DOOR CLOSED 1 PR NO. 1/03/2020 4 PR NO. 01/29/2020 5 no. description date 9 PR #5 01/29/2020 10 PR #4 1/03/2020 GROUND FLOOR ELEV.100' -0" 345 092400 047300 T.O. WALL ± 011000.20 E4 E3 PR NO. 01/29/2020 5 092400 047300 092400.10 076200 GROUND FLOOR ELEV.100' -0" ABCD2 A5.1 ________3 A5.1 ________4 A5.1 ________5 A5.1 ________ 047300 092400 047300 099113099113 011000.20 092400.10 230000 E5 B 2 A4.2 _____ PR NO. 01/29/2020 5 076200 092400 047300 GROUND FLOOR ELEV.100' -0" 1 2 3 4 5 ± 4 ' - 1 0 " 1 A5.1 ________ 047300 047300 047300 093013093013047300 092400.10 092400.10 092400.10 092400.10092400.10 092400.10 079500 092400 047300 092400.10 011000.20230000TYP. 087100 101419 086223086223 A E1 A E2 ELEV. 111' - 9"± T.O. WALL 092400.10 5 A4.2 _____ ADD. NO. 10/11/2019 2 A 092400.10 PR NO. 12/03/2019 1 GROUND FLOOR ELEV.100' -0" D2 A5.1 ________ 092400 047300 047300 092400.10 086223 092400.10 ELEV. 119' - 0" T.O. WALL ± T.O. WALL ± T.O. WALL ± CRC 11/8/2019 1 CRC 11/8/2019 1 ELEV. 104' - 10" 092400.10 ELEV. 116' - 8" 092400.10 RFI NO. 12/03/2019 2 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 3 2 P M A3.1 EXTERIOR ELEVATIONS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1. SEE A5 SERIES FOR BUILDING SECTIONS. 2. SEE A8 SERIES FOR INTERIOR ELEVATIONS. 3. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 4. ALL VAPOR BARRIERS MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 5. COORDINATE THE INSTALLATION OF ALL MATERIALS WITH OTHER TRADES. SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR REQUIREMENTS. GENERAL NOTES 1/8" = 1'-0"A3.1 1 NORTH ELEVATION 1/8" = 1'-0"A3.1 2 EAST ELEVATION 1/8" = 1'-0"A3.1 3 SOUTH ELEVATION 1/8" = 1'-0"A3.1 4 WEST ELEVATION KEYED NOTES 011000.20 EXISTING POWER POLE TO REMAIN 047300 MANUFACTURED STONE VENEER TO MATCH (E) 076200 GUTTER & DOWNSPOUT 079500 EXPANSION CONTROL 086223 CURB MOUNTED TUBULAR SKYLIGHTS - SEE DETAIL 6/A4.2 087100 DOOR HARDWARE - ADA HANDICAP ACTUATOR 092400 STUCCO TO MATCH (E) 092400.10 STUCCO TRIM TO MATCH (E) 093013 CERAMIC TILING TO MATCH (E) 099113 EXTERIOR PAINTING - PAINT (E) CMU 101419 DIMENSIONAL LETTER SIGNAGE 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL RFI #3: EXCEPTIONS: A PARAPET NEED NOT BE PROVIDED ON AN EXTERIOR WALL WHERE ANY OF THE FOLLOWING CONDITIONS EXIST: 3. WALL THAT TERMINATE AT ROOFS OF NOT LESS THAN 2-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION OR WHERE THE ROOF, INCLUDING THE DECK OR SLAB AND SUPPORTING CONSTRUCTION, IS CONSTRUCTED ENTIRELY OF NON-COMBUSTIBLE MATERIALS. no. description date 2 ADDENDUM #2 10/11/2019 3 CITY REVIEW COMMENTS 11/8/2019 4 RFI #2 12/03/2019 5 PR #1 12/03/2019 9 PR #5 01/29/2020 4 A3.1 1 1 AA B C 2 2 3 3 DD 4 4 5 53 A3.1 1 A3.1 2 A3.1 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ 086223086223 086223086223 086223086223 086223 086223 086223 086223 086223 086223 086223086223 086223086223 086223 086223086223 086223 086223086223 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/ 8 " / 1 2 " ± ± ± 011000.30 011000.30 011000.30 011000.30 011000.30 011000.30 011000.30 011000.30 230000 230000 230000 075419 075419 075419 011000.20 230000230000230000 230000230000 230000230000230000 2 A4.2 _____ 079500 079500 079500 5 A4.2 _____ ADD. NO. 10/11/2019 2 ADD. NO. 10/11/2019 2 ADD. NO. 10/11/2019 2 2 A4.2 _____ ADD. NO. 10/11/2019 2 3 A4.2 _____ 4 A4.2 _____ ADD. NO. 10/11/2019 2 1 2 1 ADD. NO. 10/11/2019 2 ADD. NO. 10/11/2019 2 ADD. NO. 10/11/2019 2 ADD. NO. 10/11/2019 2 086223 RFI NO. 1/13/2020 7 RFI NO. 01/29/2020 5 9 A4.2 _____ SIM. 076200 3 A4.2 _____ SIM. 8 A4.2 _____ SIM. 2 10 A4.2 _____ FULLY ADHERED MEMBRANE OVER 1/2" COVER BOARD OVER 2 LAYERS BOARD INSULATION OVER (E) CONCRETE T'S 1 LOW SLOPE MEMBRANE ROOF OVER (E) CONCRETE T'S VAPOR BARRIER FULLY ADHERED MEMBRANE OVER 1/2" COVER BOARD OVER 2 LAYERS BOARD INSULATION OVER 2X STRUCTURE -SEE STRUCTURAL 2 LOW SLOPE MEMBRANE ROOF VAPOR BARRIER OVER SHEATHING -SEE STRUCTURAL 1/8" = 1'-0"A4.1 1 ROOF PLAN project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 3 4 P M A4.1 ROOF PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O GENERAL NOTES 1. LOW SLOPE ROOF: MIN. ROOF SLOPE IS 1/4" PER FOOT. MIN. ROOF CRICKET SLOPE 1/2" PER FOOT UNLESS NOTED OTHERWISE. 2. REFER TO MECHANICAL DRAWINGS FOR NUMBER AND LOCATION OF V.T.R.'s, EXHAUST VENTS, ROOF DRAINS, MISC. ROOF PENETRATIONS AND ADDITIONAL INFORMATION. PROVIDE CRICKETS BEHIND CURBS ON SLOPED ROOFS. 3. VERIFY EXACT NUMBER OF V.T.R.'s AND OTHER ROOF MOUNTED EQUIPMENT WITH MECHANICAL DRAWINGS. NOT ALL ARE SHOWN. 4. ROOFING CONTRACTOR TO USE APPROPRIATE MANUFACTURER'S DETAILS @ V.T.R.'s, MECH. CURBS, ETC. TO OBTAIN/MAINTAIN ROOF WARRANTIES. FOLLOW ROOFING MFR. SYSTEM REQUIREMENTS FOR ALL TERMINATIONS AND SEAMS. 5. WHERE VAPOR BARRIER IS PENETRATED AND AT PERIMETERS OF VAPOR BARRIER, ENSURE VAPOR BARRIERS ARE SEALED TIGHT. 6. REFER TO ELECTRICAL DRAWINGS FOR ALL CONDUIT PENETRATIONS REQUIRED AT ROOF. 7. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING MEMBERS AND DETAILS. 8. PROVIDE MIN. 12" WIDE SPLICE PLATE BENEATH ALL JOINTS IN PARAPET COPING 011000.20 EXISTING POWER POLE TO REMAIN 011000.30 EXISTING WOOD FRAMED OPENINGS 075419 POLYVINYL-CHLORIDE (PVC) ROOFING - REMOVE (E) BALLAST & INSULATION DOWN TO (E) CONCRETE T'S & REPLACE. 076200 GUTTER & DOWNSPOUT 079500 EXPANSION CONTROL 086223 CURB MOUNTED TUBULAR SKYLIGHTS - SEE DETAIL 6/A4.2 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL KEYED NOTES ROOF SYSTEMS NORTH ADD. NO. 10/11/2019 2 ADD. NO. 10/11/2019 2 no. description date 2 ADDENDUM #2 10/11/2019 9 PR #5 01/29/2020 11 RFI #7 1/13/2020 CUT IN REGLET ROOF SEALANT TERMINATION BAR FASTENED 6" O.C. COUNTER FLASHING BONDING ADHESIVE SINGLE PLY MEMBRANE SPECIFIED SECUREMENT HOT-AIR WELD ROOF SYSTEM #1 -SEE ROOF PLAN SEALANT 18 " M I N 1 2' - 0 " M I N . REGLET - SEE DETAIL 1/A4.2 EXISTING STRUCTURE EXPANSION CONTROL - SEE SPECS. WRAP FULLY ADHERE MEMBRANE UP WALL FULLY ADHERED 2X BUILT-UP CURB EXISTING STRUCTURE ROOF SYSTEM #1 - SEE ROOF PLAN 2 1/2" WELDABLE FLASHING W/ DRIP EDGE PRE-FINISHED METAL FLASHING W/ DRIP EDGE FULLY ADHERED BUILT-UP CURB ROOF SYSTEM #1 - SEE ROOF PLAN EXISTING STRUCTURE 2X STUD WALL W/ FULL THICKNESS BATT INSULATION EXISTING WALL STRUCTURE REGLET DETAIL - SEE DETAIL 1/A4.2 1' - 6 " M I N . WRAP FULLY ADHERE MEMBRANE UP WALL EXPANSION CONTROL - SEE SPECS. BUILT-UP CURB AS REQ'D. EXISTING MEMBRANE - REPAIR AS REQ'D. EXISTING STRUCTURE EXISTING STRUCTURE 1/8" / 12" 1/8" / 12" 2 1/2" WELDABLE FLASHING W/ DRIP EDGE 2X STUD WALL - SEE WALL TYPES SHEATHING WRAP FULLY ADHERED MEMBRANE OVER STUCCO TRIM ROOF SYSTEM #2 - SEE ROOF PLAN STRUCTURAL FRAMING - SEE STRUCTURAL STUCCO BUILT-UP CORNICE TO MATCH (E) (E) STRUCTURE VAPOR BARRIER, SEE SPECS SEE SHEET A4.1 FOR ROOF SYSTEM INSULATION AS PER ROOFING SYSTEM MEMBRANE ROOFING SEAM SEAL HOT-AIR WELD MEMBRANE ROOFING NOTE: -SEE SHEET A4.1 FOR SPECIFIC ROOF CONDITIONS AND TYPES. -ALL ROOF PENETRATIONS TO BE SEALED WITH ICE & WATER SHIELD MATERIAL. 8" M I N . COUNTER FLASHING FROM H.V.A.C. UNIT ( SEE MECHANICAL DRAWINGS) OR TUBULAR SKYLIGHT FASTENED 12" O.C. BONDING ADHESIVE INSULATED CURB BY MECH. ROOF MFR. PLATE FASTENER INTO & SUPPORT BLOCKING, INTO DECKING SINGLE PLY MEMBRANE ROOFING ROOF SYSTEM 1 -SEE PLAN VARIES ROOF MANUFACTURER PRE- MOLDED PIPE SEAL W/ INTEGRAL INTACT RIB ROOF SEALANT S.S. DRAW BAND HOT-AIR WELD ROOF SEALANT INSULATION -AS PER ROOFING SYSTEM STRUCTURAL FRAMING - SEE STRUCTURAL ROOF SYSTEM #2 - SEE ROOF PLAN ROOF SYSTEM #1 - SEE ROOF PLAN FULLY ADHERE MEMBRANE - SEE SPECS. EXISTING STRUCTURE EXISTING STRUCTURE ROOF SYSTEM #1 - SEE ROOF PLAN 2 1/2" WELDABLE FLASHING W/ DRIP EDGE EXTEND COVER BOARD & FULLY ADHERED MEMBRANE OVER STUCCO TRIM EXTERIOR WALL TILE CEMENTITIOUS BOND COAT WATERPROOF MEMBRANE CEMENT BACKER BOARD STUCCO BUILT-UP CORNICE TO MATCH (E) INSULATION AS PER ROOFING SYSTEM MEMBRANE ROOFING SEAM SEAL HOT-AIR WELD MEMBRANE ROOFING ROOF MFR. PLATE FASTENER INTO & SUPPORT BLOCKING, INTO DECKING EXISTING ROOF MEMBRANE & STRUCTURE project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 3 5 P M A4.2 ROOF DETAILS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 3" = 1'-0"A4.2 1 REGLET DETAIL 1" = 1'-0"A4.2 2 ROOF TO (E) WALL 1 1/2" = 1'-0"A4.2 3 (E) WITH NEW ROOF 1 1/2" = 1'-0"A4.2 4 EXPANSION JOINT DETAIL 1" = 1'-0"A4.2 5 NEW ROOF DETAIL 1 1/2" = 1'-0"A4.2 6 MECHANICAL CURB DETAIL 1 1/2" = 1'-0"A4.2 7 VTR DETAIL 1 1/2" = 1'-0"A4.2 8 NEW TO (E) ROOF 1 1/2" = 1'-0"A4.2 9 ROLL OVER W/ TRIM ADD. NO. 10/11/2019 2 no. description date 2 ADDENDUM #2 10/11/2019 9 PR #5 01/29/2020 1 1/2" = 1'-0"A4.2 10 NEW TO (E) ROOF PR NO. 01/29/2020 5 9" 6" 2' - 6 " 123640 092600 064023.20EQ1'-4"1'-4"EQ 2' - 6 " 6" 9" 123640 064023.20 123640 092600 064113 3' - 0 " 9" 123640123640 064113.10 EQ EQ EQ EQ EQ 3' - 0 " 9" 144 064113.10 123640 064023.20 project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 3 7 P M A8.2 INTERIOR ELEVATIONS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O no. description date 9 PR #5 01/29/2020 GENERAL NOTES 1. SEE SHEET A2.1 FOR WALL TYPES & ROOM FINISH SCHEDULE. 2. SEE A10.1 FOR DOOR & WINDOW SCHEDULE. 3. SEE A11.1 FOR REFLECTED CEILING PLANS. 4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL, STRUCT., MECH. OR ELEC. DWGS., CONTACT ARCHITECT FOR CLARIFICATION. 5. ALL G.W.B. TO BE 5/8" TYPE 'X', EXCEPT AS NOTED. 6. SEE STRUCT. DWGS. FOR CONTROL JOINTS IN FLOOR SLABS. 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MAT'L 8. DIMENSIONS ARE TO FACE OF STUD, FACE OF BLOCK, OR GRID LINE U.N.O. 9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL HANDRAILS, GRAB BARS, TOILET ACCESSORIES & OTHER WALL MOUNTED ITEMS. 10. SEE A7.1 FOR TOILET ACCESSORY MOUNTING HEIGHTS. 064023.20 MDF BASE TRIM TO MATCH (E) 064113 WOOD-VENEER-FACED ARCHITECTURAL CABINETS TO MATCH (E) 064113.10 WOOD-VENEER-FACED PANELS FOR CASEWORK TO MATCH (E) 092600 GYPSUM BOARD ASSEMBLIES 123640 GRANITE COUNTERTOPS TO MATCH (E) KEYED NOTES 1/4" = 1'-0"A8.2 1 DENTAL RECEPTION 143 1/4" = 1'-0"A8.2 2 DENTAL RECEPTION 143 1/4" = 1'-0"A8.2 3 DENTAL WAITING 144 1/4" = 1'-0"A8.2 4 DENTAL WAITING 144 PR NO. 01/29/2020 5 2" 1' - 8 " 2" 6' - 4 " 8" 9' - 0 " 2"1'-4"2"SEE SCH.2"1'-4"2" 9'-4" A ALUMINUM STOREFRONT A EXTERIOR ALUMINUM STOREFRONT E INTERIOR ALUMINUM STOREFRONT 2" SE E S C H . 7' - 2 " B ALUMINUM CLAD WOOD B EXTERIOR ALUMINUM CLAD WOOD C EXTERIOR ALUMINUM CLAD WOOD D EXTERIOR OVERHEAD SECTIONAL DOOR F INTERIOR COMPOSITE DOOR TO MATCH (E) C WOOD FRAME TO MATCH (E) TO M A T C H ( E ) ± 6 ' - 8 " SEE SCH. 8" 6' - 4 " 2" 2' - 6 " 2" ± 9 ' - 1 0 " 2"2'-8"2"6'-0"2"2'-8"2" ± 12'-0" BATO MATCH (E) ± 4 ' - 8 " ± 2 ' - 4 " 2'-0"2'-0"2'-0" ± 6'-0" DOOR NUMBER DOOR TYPE FRAME TYPE DESCRIPTION WIDTH HEIGHT GLASS TYPE HEAD DETAIL JAMB DETAIL THRESHOLD/SILL DETAIL HARDWARE REMARKS Exterior E1 A A ALUMINUM STOREFRONT 6' - 0" 7' - 0"1 E2 B B ALUMINUM CLAD WOOD DOOR 3' - 0" 7' - 0"3 E3 C B ALUMINUM CLAD WOOD DOOR 3' - 0" 7' - 0"4 E4 D N/A OVERHEAD GARAGE DOOR 10' - 0" 7' - 0"12 E5 B B ALUMINUM CLAD WOOD DOOR 3' - 0" 7' - 0"3 Interior 101 E A ALUMINUM STOREFRONT 6' - 0" 7' - 0"2 102 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"8 104 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"9 106 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"10 1 107 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 108 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"9 1 109 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"9 1 110 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 111 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 113 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 114 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 115 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 116 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 117 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"9 1 118 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"10 119 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"10 121 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 122 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 123 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 124 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"5 126 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 127 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"7 1 128 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"11 1 131 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"11 133 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"6 134 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"6 142 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"5 144 F C COMPOSITE DOOR W/ WOOD FRAME 3' - 0" 6' - 8"6 GL. 1 CLEAR ANNEALED FLOAT GLASS GL. 2 CLEAR FULLY TEMPERED FLOAT GLASS GL. 3 LOW-E-COATED, TINTED INSULATING GLASS GL. 4 LOW-E-COATED, TINTED INSULATING GLASS GL. 5 LOW-E-COATED, TINTED INSULATING GLASS GLASS TYPES 1. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF DOOR & WINDOW FRAMES. 2. PROVIDE SEALANT ENTIRE PERIMETER OF ALL DOOR & WINDOW FRAMES, BOTH SIDES. 3. PROVIDE ADEQUATE BARRIER AGAINST CORROSION BETWEEN DIFFERENT TYPES OF MATERIALS THAT MAY COME INTO CONTACT. 4. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE FOR WALL & FLOOR FINISHES. GENERAL NOTES DOOR SCHEDULE WINDOW TYPES DOOR TYPES DOOR FRAME TYPES project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 4 0 P M A10.1 DOOR & WINDOW SCHEDULES 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1. PROVIDE HOOK ON BACK OF DOOR REMARKS ADD. NO. 10/09/2019 1 CLARIFICATION: STOREFRONTS PROPOSED AS NON-THERMALLY BROKEN TRULITE SYSTEM W/ 0.41 U-FACTOR PR NO. 1/06/2020 3 no. description date 1 ADDENDUM #1 10/09/2019 8 PR #3 1/06/2020 9 PR #5 01/29/2020 PR NO. 01/29/2020 5 4 A3.1 1 1 AA B C 2 2 3 3 DD 4 4 5 53 A3.1 1 A3.1 2 A3.1 (E) (E) OPERATORY (E) (E) OPERATORY (E) (E) OPERATORY (E) (E) OPERATORYOPERATORY 137 OPERATORY 136 (E) (E) IT EXAM 138 (E) (E) EXAM (E) (E) XRAY ELEC 132 RESTROOM 128 (E) (E) PROCEDURE (E) (E) EXAM (E) (E) EXAM (E) (E) EXAM (E) (E) EXAM (E) (E) RECEPTION (E) (E) PHARMACY (E) (E) WAITING/RECEPTION (E) (E) STORAGE (E) (E) HALL (E) (E) CORR. EXAM 139 OPERATORY 140 (E) (E) LAB (E) (E) RESTROOM (E) (E) RESTROOM (E) (E) KID ROOM CONFERENCE 119 BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 109 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124RESTROOM 108 OFFICE 110 OFFICE 123 OFFICE 122 OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 MEDICAL STORAGE 133 DENTAL STORAGE 134 CORR 131 LAB STORAGE 130 LAB 129 CORR 135 12' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C19' - 0"C1 9' - 0"C19' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C1 9' - 0"C19' - 0"C1 9' - 0"C1 10' - 0"C1 12' - 0"C1 9' - 0"C1 VESTIBULE 101 OFFICE 111 WAITING 102 MECH 142 9' - 0"C1 9' - 0"C1 RECEPTION 105 TOILET 104 VEST. 103 9' - 0"C1 10' - 0"C1 CORR. 112 CORR. 120 CORR. 125 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 3 A5.1 ________ 4 A5.1 ________ 5 A5.1 ________ 9' - 0"C1 0795002 A11.1 _____ 2 A11.1 _____2 A11.1 _____ 8' - 0"C2 8' - 0"C3 8' - 0"C2 8' - 0"C2 14' - 8"C5 STRUCT 9' - 0"C5 9' - 0"C3 9' - 0"C5 9' - 0"C5 9' - 0"C3 9' - 0"C5 9' - 0"C3 8' - 0"C3 9' - 0"C5 9' - 0"C3 9' - 0"C5 9' - 0"C5 9' - 0"C5 9' - 0"C5 EXIST. EXIST. 9' - 0"C3 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 9' - 0"C5EXIST.EXIST.EXIST. 8' - 0"C3 EXIST. EXIST. EXIST. EXIST. 8' - 0"C3 EXIST. 079500 2 A4.2 _____ 5 A4.2 _____ RFI NO. 1/13/2020 7 PR NO. 01/29/2020 5 (E) DENTAL RECEPTION 9' - 0"C5 9' - 0"C5 9' - 0"C5 DENTAL WAITING 144 HANGER WIRE MAIN TEE STRUCTURE SPLAY WIRE SECURED TO STRUCTURE SPLAYED WIRE BRACING CONSISTS OF SETS OF FOUR 12 GAGE WIRES, ALL ATTACHED TO THE MAIN BEAM WITHIN 2" OF A CROSS TEE/MAIN BEAM INTERSECTION. THESE WIRES ARE TO BE ARRAYED 90 DEGREES FROM ONE ANOTHER AND MAY BE NO MORE THAN 45 DEGREES FROM HORIZONTAL. A VERTICAL POST OR STRUT, CAPABLE OF RESISTING THE LOAD IMPOSED BY SEISMIC FORCES ACTING ON THE SPLAYED WIRES, IS TO BE ATTACHED TO THE MAIN AT THE CENTER OF THE WIRE ARRAY. THE FIRST BRACING LOCATION IS TO BE LOCATED AT THE CROSS TEE/MAIN BEAM INTERSECTION NOT MORE THAN SIX FEET FROM THE PERIMETER OF THE GRID IN EACH DIRECTION. THE BRACING PATTERN IS TO BE REPEATED EVERY 12 FEET IN EACH DIRECTION. SUSPENDED ACT CEILING HEADER 5/8" G.W.B. OVER METAL STUD 6" RECESSED CAN (EXT. OR INT) PENDANT MOUNTED DOWNLIGHT PENDANT MOUNTED DOWNLIGHT (SMALL) 2' X 2' CEILING PANEL LIGHT STRIP LIGHT PENDANT STRIP DOWNLIGHT 2' X 4' CEILING PANEL LIGHT RECESSED SLOT LIGHT EMERGENCY FIXTURE WALL MOUNT STRIP LIGHT WALL MOUNT FIXTURE MECHANICAL SUPPLY NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR RESOLUTION TUBULAR SKYLIGHT C1 24" X 24" ACOUSTIC TILE & GRID SYSTEM - SEE SPECS C2 EPOXY PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C3 PAINTED, TEXTURED, TYPE 'X' GYPSUM WALL BOARD C4 OPEN TO ABOVE C5 (E) CEILING TO REMAIN, PAINT project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m 1/ 2 9 / 2 0 2 0 5 : 0 0 : 4 4 P M A11.1 REFLECTED CEILING PLAN & DETAILS 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 1/8" = 1'-0"A11.1 1 OVERALL REFLECTED CEILING PLAN NORTH 1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN. 2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1 SERIES, FOR DIMENSIONS AND WALL TYPES. 3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT WITH OBSTRUCTIONS ABOVE CEILING. 4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO 1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. 5. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION. 6. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL 3/A11.1 GENERAL NOTES KEYED NOTES 079500 EXPANSION CONTROL 1" = 1'-0"A11.1 3 TYP. SEISMIC BRACING 1 1/2" = 1'-0"A11.1 2 HEADER DETAIL CEILING LEGEND CEILING TYPES no. description date 9 PR #5 01/29/2020 11 RFI #7 1/13/2020 MARK H O L D O W N SHEARWALL END POST UNO ON PLANALTERNATE HOLDOWNSHEARWALL HOLDOWN SCHEDULE SIMPSON STHD14 ( 2 ) 2 x S T U D S N / A A JT JT / W 1 W F 1 8 / W 1 W F 1 8 / W 1 WF 1 8 6. 6. AA AA 1 1 4" C O N C R E T E S L A B O N G R A D E W/ # 3 A T 1 8 " O . C . E A C H W A Y CE N T E R E D I N S L A B T H I C K N E S S OV E R C O M P A C T E D F I L L . (S E E G S N ) 10 1 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 2 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 1 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 ' - 5 " 88888 8 1 1 A A B B C C 2 2 33 D D 44 5 5 W F 1 8 / W 1 WF 1 8 / W 1 W F 1 8 4" C O N C R E T E S L A B O N G R A D E W/ # 3 A T 1 8 " O . C . E A C H W A Y CE N T E R E D I N S L A B T H I C K N E S S OV E R C O M P A C T E D F I L L . (S E E G S N ) 11 1 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 11 0 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 11 0 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ ( F I E L D V E R I F Y ) 1 4 ' - 7 1 / 8 " (F I E L D V E R I F Y ) 17 ' - 4 " 2 1 / 2 " 2 " 1 3 ' - 5 3 / 8 " 1 ' - 1 3 / 4 " This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces . It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimension s, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 834016WUXFWXUDO(QJLQHHULQJ phone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eynotes 1 A T T A C H N E W F O O T I N G / W A L L T O E X I S T I N G F O U N D A T I O N W / #4 x 24" LONG EPOXY DOWELS, MATCH FOOTING AND WALL HORIZONTAL BAR SPACING 8 I N F I L L B E T W E E N E X I S T I N G B U I L D I N G S , S E E T Y P I C A L MASONRY INFILL WALL DETAIL AND COORDINATE W/ ARCHFOUNDATION PLAN NOTES A. V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L DRAWINGS.B. A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT.C. T H E D E P T H O F F O O T I N G D I M E N S I O N I N D I C A T E D I N T H E G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE SOILS REPORT AND OTHER TRADES TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS.D. . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D STRUCTURAL (BEARING) WALLS.E. . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E NON-STRUCTURAL (NON-BEARING) WALLS..F. . , , , - A S S H O W N O N P L A N I N D I C A T E S A SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL LENGTH..G. . , , - A S S H O W N O N P L A N I N D I C A T E S A SHEARWALL HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION..H. W 1 , W 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL INFORMATION.I. W F 1 8 , W F 2 4 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION.J. A L L E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H TYPE "5" SHEARWALLS, UNO.K. V E R I F Y E X A C T S I Z E A N D L O C A T I O N O F D E P R E S S E D AND/OR RAISED SLABS WITH ARCHITECTURAL DRAWINGS.L. F O R S I D E W A L K A N D L A N D I N G L O C A T I O N S , S E E ARCHITECTURAL DRAWINGS.565 AB SC A L E : 1 / 8 " = 1 ' - 0 " FO U N D A T I O N P L A N 7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL...4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.NOTES:SHEARWALL TYPE SCHEDULE MARK S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 5 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 6" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.6. 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 4" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.WOOD: 16d STAGGERED AT 4" O.C.QR G H V F U L S W L R Q G D W H Jan. 23, 2020 PR 0 5 QR G H V F U L S W L R Q G D W H PR 05 1/23/2020 JT B1 P1 P1 WJ 1 6. 6. 7/ 1 6 " A P A R A T E D R O O F S H E A T H I N G W/ 8 d C O M M O N N A I L S A T 6 " O . C . A T PA N E L E D G E S / B O U N D A R Y A N D A T 12 " O . C . I N T H E F I E L D . 10 5 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 3 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 3 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 10 4 S3 . 0 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 4 3 5 22 4 4 9 6 6 4 88 8 4 88 8 7 7 1 1 A A B B C C 2 2 33 D D 44 5 5 7 11 11 11 11 10 10 11 6 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 11 2 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 11 3 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ W8 x 1 8 11 5 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ 11 4 S3 . 1 _____ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ W 2 W2 W 2 5/ 8 " A P A R A T E D F I R E T R E A T E D RO O F S H E A T H I N G W / # 8 S C R E W S AT 6 " O . C . A T P A N E L E D G E S / BO U N D A R Y A N D A T 1 2 " O . C . I N T H E FI E L D . A T 2 4 " O . C . (2 ) 6 0 0 S 1 6 2 - 5 4 ( B A C K - T O - B A C K ) M L 1 M L 1 MASONRY LINTEL (L) SCHEDULE MARK ML1SIZE 16" DEEPREINFORCING (1) #5 TOP AND BOTTOM This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces . It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimension s, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 834016WUXFWXUDO(QJLQHHULQJ phone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x 6 D F # 2 WOOD JOIST (WJ) SCHEDULE MARK J O I S T F A C E M O U N T H A N G E R T O P F L A N G E H A N G E R WJ1 2 x 8 A T 1 6 " O . C . - - - P F 2 8 B BEAM (B)SCHEDULE MARK S I Z E B1 ( 2 ) 1 3 / 4 x 9 1 / 2 L V L Keynotes 2 N E W W I N D O W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E DETAIL 107 FOR REINFORCING REQUIREMENT 3 N E W W I N D O W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E DETAIL 109 FOR REINFORCING REQUIREMENT 4 N E W D O O R O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E DETAIL 106 FOR REINFORCING REQUIREMENT 5 N E W O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , S E E D E T A I L 1 0 8 FOR REINFORCING REQUIREMENT 6 E N D S T U D T O B E P R E S S U R E T R E A T E D A N D A T T A C H E D T O THE EXISTING MASONRY WALL W/ 5/8" DIA x 6' LONG TITEN HD AT 24" O.C.7 I N F I L L E X I S T I N G D O O R O P E N I N G , S E E T Y P I C A L M A S O N R Y INFILL WALL DETAIL 8 I N F I L L B E T W E E N E X I S T I N G B U I L D I N G S , S E E T Y P I C A L MASONRY INFILL WALL DETAIL AND COORDINATE W/ ARCH 9 I N F I L L E X I S T I N G O V E R H E A D D O O R O P E N I N G A N D ACCOMMODATE NEW WINDOW OPENING, SEE TYPICAL MASONRY INFILL WALL DETAIL, STEEL ANGLE REINFORCING IS NOT REQUIRED (CONTRACTOR TO PROVIDE TEMPORARY SHORING FOR WINDOW AS REQUIRED)10 A T E N D O F W A L L P R O V I D E ( 2 ) # 5 F U L L - H E I G H T V E R T I C A L BARS IN LAST CELL, PROVIDE #4 HORIZONTAL HAIRPIN (24"LONG LEGS) AND ALL REINFORCED BOND BEAMS, SEE DETAIL 115 11 ( 1 ) # 5 F U L L - H E I G H T V E R T I C A L J A M B B A R S 565ROOF FRAMING PLAN NOTES A. V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L DRAWINGS.B. A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT.C. . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D STRUCTURAL (BEARING) WALLS.D. . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E NON-STRUCTURAL (NON-BEARING) WALLS..E. . , , , - A S S H O W N O N P L A N I N D I C A T E S A SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL LENGTH.F. I F D O U B L E T O P P L A T E I S N O T C H E D , S T E P P E D O R BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.G. T Y P I C A L B E A R I N G W A L L F R A M I N G S H A L L B E ( 2 ) 2 x 6 STUDS AT 16" O.C. UNO.I. B 1 , B 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A B E A M O R HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION.J. W J 1 , W J 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A W O O D JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL INFORMATION.K. P 1 , P 2 , E T C . A S S H O W N O N P L A N I N D I C A T E S A W O O D POST. SEE POST SCHEDULE FOR MORE INFORMATION.T. T I E E A C H R O O F J O I S T A T B E A R I N G L O C A T I O N S W I T H ( 1 ) H2.5A CLIP, UNO.Z. A L L E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H TYPE "5" SHEARWALLS, UNO.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL...4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.NOTES:SHEARWALL TYPE SCHEDULE MARK S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 5 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 6" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.6. 7 / 1 6 " A P A R A T E D SHEATHING (BLOCKED)ONE SIDE OF WALL8d COMMON AT 4" O.C.8d COMMON AT 12" O.C.CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.WOOD: 16d STAGGERED AT 4" O.C. SC A L E : 1 / 8 " = 1 ' - 0 " RO O F F R A M I N G P L A N QR G H V F U L S W L R Q G D W H WALL (W) SCHEDULE TYPE M A T E R I A L T H I C K N E S S VERTICAL REINFORCINGHORIZONTAL REINFORCING REMARKS W1 C O N C R E T E 8 " # 4 A T 1 8 " O . C . # 4 A T 1 2 " O . C . - - - W2 M A S O N R Y 8 " # 5 A T 3 2 " O . C . # 5 A T 4 8 " O . C . - - - Jan. 23, 2020 PR 0 5 QR G H V F U L S W L R Q G D W H PR 05 1/23/2020 KEYNOTES:3"CLR3"CLR2'-6"LAP MIN 2'-0"LAP MIN1.MASONRY WALL, SEE PLAN 2. #5 DOWEL TO MATCH VERTICAL WALL REINFORCING 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7. M I N I M U M F O O T I N G D E P T H , S E E GSN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 8 7 6812543 KEYNOTES:2'-6"LAP MIN 10"8"6"1'-6"1. E X I S T I N G M A S O N R Y W A L L 2.#5 x 48" LONG EPOXY DOWEL AT 18" O.C.3.EXISTING CONCRETE SLAB ON GRADE 4.EXISTING FOUNDATION SYSTEM 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 6. C O N C R E T E F O O T I N G , S E E P L A N 7.CONCRETE SLAB ON GRADE, SEE PLAN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 9.MASONRY WALL, SEE PLAN 51273 48869 KE Y N O T E S : 1. F R T R O O F S H E A T H I N G , S E E P L A N 2. S / H G A M 1 0 C L I P A T E A C H J O I S T 3. BO U N D A R Y F A S T E N E R , S E E P L A N 4. CO N T 3 3 M I L F A S C I A T R A C K W / # 1 0 SC R E W S A T E A C H J O I S T , T O P & BO T T O M 5. MA S O N R Y W A L L , S E E P L A N 6. 6 " L O N G 3 3 M I L T R A C K P I E C E , AT T A C H T O J O I S T W / ( 4 ) # 1 0 SC R E W S 7. R O O F J O I S T , S E E P L A N 3 4 1 7 5 2 6 KE Y N O T E S : 1. F R T R O O F S H E A T H I N G , S E E P L A N 2. BO U N D A R Y F A S T E N E R , S E E P L A N 3. MA S O N R Y W A L L , S E E P L A N 4. C O N T 3 3 M I L L E D G E R T R A C K W / # 1 0 SC R E W S A T E A C H B L O C K , T O P & BO T T O M 5. S / H G A M 1 0 C L I P A T 1 6 " O . C . 6. 6 0 0 S 1 6 2 - 5 4 B L O C K A T 1 6 " O . C . 7. RO O F J O I S T , S E E P L A N 1 2 3 4 5 6 7 KE Y N O T E S : 1. F R T R O O F S H E A T H I N G , S E E P L A N 2. 10 d x 1 1 /2 " L O N G N A I L S S T 4 " O . C . 3. E X I S T I N G R O O F S T R U C T U R E 4. CO N T 2 x W / 5 /8 " D I A T H R E A D E D ST U D S W / W A S H E R A T 3 2 " O . C . (C O U N T E R S I N K A S R E Q U I R E D ) 5. ST E E L B E A M , S E E P L A N 6. S I M P S O N S / H J C T H A N G E R 7. RO O F J O I S T , S E E P L A N 8. LT P 4 C L I P A T 2 4 " O . C . 9. A3 4 C L I P A T 2 4 " O . C . 10 . S O L I D B L O C K A S R E Q U I R E D 1 2 3 4 5 6 7 9 8 10 NO T E : KE Y N O T E S : 3/ 1 6 3 3 3/ 1 6 A. O T H E R F R A M I N G N O T S H O W N F O R CL A R I T Y 1. ST E E L B E A M , S E E P L A N 2. HA I R P I N A R O U N D H E A D E D S T U D S AN D V E R T I C A L B A R S , S E E P L A N 3. M A S O N R Y W A L L , S E E P L A N 4. VE R T I C A L B A R S , S E E P L A N 5. 8" H O R I Z O N T A L B O N D B E A M W / ( 1 ) #5 A T B E A R I N G E L E V A T I O N 6. 1 /2 " x 8 " x 0 ' - 8 " B E A R I N G P L A T E W / ( 2 ) 5 /8 " D I A x 6 " L O N G H E A D E D S T U D S 1 4 3 5 2 6 KE Y N O T E S : 1. F R T R O O F S H E A T H I N G , S E E P L A N 2. 10 d N A I L S A T 4 " O . C . 3. EX I S T I N G R O O F S T R U C T U R E 4. CO N T 3 3 M I L T R A C K W / # 1 0 SC R E W S A T E A C H B L O C K , T O P & BO T T O M A N D # 1 0 S C R E W A T 4 " O . C . IN T O E X I S T I N G F R A M I N G 5. E X I S T I N G M A S O N R Y W A L L 6. MA S O N R Y W A L L , S E E P L A N 7. S/ H G A M 1 0 C L I P A T 2 4 " O . C . 8. 6 0 0 S 1 6 2 - 5 4 B L O C K A T 2 4 " O . C . 9. R O O F J O I S T , S E E P L A N 1 2 8 9 3 5 7 6 4 This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces . It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimension s, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.PROJECT MANAGER: C A D O P E R A T O R : JOB NO.:fax: 208.227.84051020 E. Lincoln Road Idaho Falls, ID 834016WUXFWXUDO(QJLQHHULQJ phone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an. 23, 2020 PR 05 PR 05 PR 0 5 PR 0 5 PR 0 5 PR 0 5 PR 0 5 QR G H V F U L S W L R Q G D W H PR 05 1/23/2020 RE F . 1 1 A A B B C C 2 2 33 D D 44 5 5 (E ) K I D R O O M A2 4 9 (E ) W A I T I N G / R E C E P T I O N A2 3 3 (E ) S T O R A G E A2 3 5 (E ) E X A M A2 2 7 (E ) E X A M A2 2 6 (E ) P R O C E D U R E A2 2 5 LA B 12 9 (E ) N U R S E S T A T I O N A2 3 0 (E ) R E C E P T I O N A2 3 1 (E ) R E S T R O O M A2 4 7 (E ) P H A R M A C Y A2 3 2 (E ) E X A M A2 2 9 (E ) E X A M A2 1 6 EX A M 13 9 OP E R A T O R Y 14 0 (E ) L A B A2 4 4 (E ) H A L L A2 1 5 (E ) E X A M A2 2 8 EX A M 13 8 (E ) C O R R . A2 4 0 (E ) O P E R A T O R Y A2 0 8 (E ) O P E R A T O R Y A2 0 7 (E ) O P E R A T O R Y A2 0 6 (E ) O P E R A T O R Y A2 0 5 ST O R A G E 14 1 ME C H 14 2 OP E R A T O R Y 13 7 OP E R A T O R Y 13 6 DE N T A L S T O R A G E 13 4 (E ) I T A2 1 2 ME D I C A L S T O R A G E 13 3 (E ) X R A Y A2 1 8 EL E C 13 2 (E ) H A L L A2 3 6 CO R R 13 1 LA B S T O R A G E 13 0 RE S T R O O M 12 8 OF F I C E 12 7 OF F I C E 12 6 PL A Y T H E R A P Y 10 6 ME C H / E L E C 12 4 RE S T R O O M 10 8 RE C E P T I O N 10 5 OF F I C E 10 7 OF F I C E 10 9 OF F I C E 11 1 OF F I C E 11 0 OF F I C E 12 3 OF F I C E 12 2 OF F I C E 12 1 OF F I C E 11 3 OF F I C E 11 5 CO N F E R E N C E 11 9 BR E A K R O O M 11 8 RE S T R O O M 11 7 OF F I C E 11 6 OF F I C E 11 4 CD - 1 27 5 CD - 1 27 5 CD - 1 15 0 CD - 2 15 0 CD - 3 10 0 CD - 1 17 5 CD - 1 17 5 CD - 1 17 5 CD - 1 17 5 CD - 1 17 5 CD - 3 10 0 CD - 3 10 0 CD - 2 15 0 CD - 1 15 0 CD - 1 25 0 CD - 1 25 0 CD - 1 15 0 CD - 1 15 0 CD - 1 15 0 CD - 1 15 0 CD - 1 15 0 CD - 1 15 0 CD - 1 35 0 CD - 1 35 0 CD - 1 30 0 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 1 RG - 2 RG - 3 2 EF 44 EF 3 4 EF 1 4 EF 2 4 T 1 8 " x 1 4 " 1 8 " x 1 0 " 1 8 " x 1 0 " 1 8 " x 1 4 " 1 8 " x 1 0 " 18 " x 1 0 " 1 8 " x 1 4 " 12 " x 1 2 " 12 " x 1 0 " 1 8 " x 1 2 " 16 " x 1 2 " 12 " x 6 " 18 " x 1 4 " 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 RT 3 1 RT 2 1 RT 1 1 HD HD HD HD HDHD HD HDHDHD HD HDHD HD HD HD HD HD HD HD HD HD HD HD HD HD HD WA I T I N G 10 2 10 " ø 6" ø 10 " ø 10 " ø 10 " ø 10 " ø 10 " ø 10 " ø 10 " ø 10 " ø 18 " x 1 2 " 12 " x 1 0 " 12 " x 6 " 12 " x 1 0 " 14 " x 1 0 " CD - 1 10 0 12 " x 1 0 " T 12 " x 1 0 " RG - 1 3 RG - 1 3 2 12 " x 6 " T 18 " x 1 4 " RG - 1 3 12 " x 3 " 12 " x 1 0 " RG - 2 RG - 2 12 " x 1 2 " RG - 1 3 18 " x 1 6 " 1 8 " x 2 " 1 8 " x 1 4 " 2 RG - 1 3 RG - 1 3 RT - 1 RT - 3 RT - 2 12 " x 1 0 " 7 CD - 4 25 0 15 0 CF M 7 15 0 CF M 7 15 0 CF M 7 15 0 CF M 7 25 0 CF M 7 15 0 CF M 7 15 0 CF M 7 12 0 CF M 7 20 0 CF M 7 25 0 CF M 9 10 " ø 8 8 PR O V I D E N E W P R E S S U R E RE G U L A T O R I N E X I S T I N G G A S L I N E ON R O O F S E R V I N G F I R E P L A C E . FI E L D V E R I F Y E X A C T P I P E S I Z E A N D MA T C H R E G U L A T O R W I T H P I P E . PROVIDE NEW PRESSURE REGULATOR IN EXISTING GAS LINE ON ROOF SERVING FIRE PLACE. FIELD VERIFY EXACT PIPE SIZE AND MATCH REGULATOR WITH PIPE. T EX I S T I N G T H E R M O S T A T T O R E M A I N T 5 5 9 /2 7 /1 9GD A H W5762TA ENAYWSDDTEO C .I S D UFSREPROFNESGIEERTAISONLEEEKSOIREEN Engineered Systems Associates ESA JOB NUMBER 19060 project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com M1.1MECHANICALFLOOR PLAN190609/26/2019GRAND PEAKS RENOVATION REXBURG, IDAHOPLAN NOTES:1 ME C H A N I C A L F L O O R P L A N SC A L E : 1 / 8 " = 1 ' -0" NO R T H PROVIDE AND INSTALL NEW ROOF MOUNTED EQUIPMENT AS S PECIFIED. MOUNT OVER EXISTING SKYLIGHT OPENING SO THAT SUPPLY AND RETURN AIR DUCTS WILL PASS DOWN THROUGH EXISTING OPENINGS. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING OPENINGS. MOUNT EQUIPMENT ON NEW ROOF CURB. REFER TO DETAIL J/M3.1 FOR TYPICAL CURB INSTALLATIO N.EXISTING SKYLIGHT OPENING THRU CONCRETE TEE ROOF. R EFER TO ARCHITECTURAL PLANS FOR PATCHING OF EXISTING OPENINGS. UTILIZE EX ISTING OPENINGS FOR ALL EXHAUST VENTS, PLUMBING VENTS, SUPPLY AND RETURN DU CTS, ETC. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTI NG OPENINGS. REFER TO ARCHITECTURAL PLANS FOR PATCHING EXISTING OPENINGS.PROVIDE AND INSTALL WALL MOUNTED RETURN GRILLE AS S PECIFIED. MOUNT GRILLE AT 6" ABOVE FLOOR AND CONNECT TO 12x3 (UN-LINED) DU CT IN WALL CAVITY. REFER TO DETAIL D/M3.1 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL CEILING MOUNTED EXHAUST FAN AS SPECIFIED. RUN 6" Dia. EXHAUST DUCT UP THRU EXISTING ROOF OPENING TO ROOF CAP. PROVIDE ROOF CURB AROUND DUCT AS REQUIRED BY MANUFACTURER.EXISTING ELECTRIC COVER HEATER ABOVE WINDOW AND WAL L MOUNTED THERMOSTAT TO REMAIN. PROTECT DURING CONSTRUCTION.EXISTING GAS FIRED FIRE PLACE, GAS PIPING, AND FLUE THRU ROOF TO REMAIN. PROTECT EQUIPMNET AND PIPING DURING CONSTRUCTION.EXISTING DUCTWORK AND CEILING DIFFUSERS TO REMAIN. RE-BALANCE EXISTING DIFFUSER TO CFM AS INDICATED.PROVIDE AND INSTALL NEW CEILING DIFFUSER AS SPECIFI ED. RUNNEW 10" Dia. DUCT THRU ROOF JOIST SPACE AND CONNECT TO EXISTING SUPPL Y AIR DUCT FROM EXISTING ROOF TOP UNIT. BALANCE TO CFM AS SHOWN.EXISTING ROOF TOP UNIT TO REMAIN. ALL ASSOCIATED D UCTWORK AND CONTROLS ARE TO REMAIN. RE-BALANCE EXISTING SYSTEM TO CMF A S INDICATED ATE EACH CEILING DIFFUSER FOR TOTAL OF 1980 CFM.2 3 4 no. d e s c r i p t i o n d a t e 1 P R 0 5 0 1 - 1 7 - 2 0 2 0 5 6 7 8 9 1 1 1 1 1 F F 1 A B C 2 3 D 4 5 1 2 2 'A' 'DS-MAIN' 'B' 'C' 3 4 4 4 5 AIR COMP. DENTAL VAC. 6 7 4 4 4 8 49 8 8 1 A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE- INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. M. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. N. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. O. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. GENERAL NOTES: KEY NOTES:# 1 ALL EXISTING ELECTRICAL DEVICES, EQUIPMENT AND ETC WITHIN EXISTING BUILDING IS TO BE REMOVED TO ACCOMMODATE REMODEL, UNLESS SPECIFICALLY INDICATED OTHERWISE. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS. 2 EXISTING ELECTRICAL DEVICES AND ETC WITHIN THIS AREA IS TO BE REMOVED OR RELOCATED AS REQUIRED TO ACCOMMODATE REMODEL, UNLESS SPECIFICALLY INDICATED OTHERWISE. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE WHEN NOT BEING REUSED. ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 3 E.C. SHALL REMOVE EXISTING UNUSED PANEL AND ALL ASSOCIATED CONDUIT AND CONDUCTORS THAT ARE NOT USED TO PROVIDE SPACE FOR NEW DISCONNECT SWITCH. FIELD VERIFY THAT ALL EXISTING CIRCUITS IN PANEL ARE ABANDONED. ANY CIRCUIT STILL IN USE SHALL BE MOVED TO PANEL 'B'. 4 EXISTING LIGHTING IN THIS ROOM TO REMAIN, LOCATE AND PROTECT DURING CONSTRUCTION. PROVIDE NEW CIRCUITING AND CONTROLS AS INDICATED ON DRAWINGS. 5 EXISTING ELECTRICAL DEVICE TO BE RELOCATED; REFER TO NEW DRAWINGS FOR NEW LOCATION. EXTEND EXISTING CIRCUITING TO NEW LOCATION. 6 POWER FOR EXISTING DENTAL AIR COMPRESSOR AND VACCUM SHALL BE RELOCATED TO NEW MECHANICAL ROOM. E.C. SHALL PULLBACK EXISTING CIRCUITS AND EXTEND TO NEW LOCATION. FIELD VERIFY EXISTING ROUTING. 7 EXISTING PANEL 'C' TO BE DISCONNECTED/REMOVED AND REPLACED WITH NEW 200A PANEL AS INDICATED. REMOVE FEEDER BACK TO SOURCE. EXISTING BRANCH-CIRCUITS TO BE DISCONNECTED, PULLED BACK AND THEN RE-CONNECTED TO NEW PANEL. 8 DISCONNECT AND REMOVE EXISTING DEVICE; REMOVE ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE. MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 9 EXISTING DEVICE TO REMAIN; LOCATE AND PROTECT DURING CONSTRUCTION. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 1/ 1 5 / 2 0 2 0 1 : 5 2 : 5 9 P M E0.1 EXISTING ELECTRICAL PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O 16'8'0"SCALE: 1/8" = 1'-0"1 EXISTING ELECTRICAL PLAN no. description date 1 PR#05 01/15/20 1 REF. WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D WD D S CD3 S CD3 S CD3 SPD SCD3SCD6 S CD3 S CD3 S CD3 SP D WD 1 S CD6SCD6 WD 1 SCD3 SPD S CD3 WP 1 D D S CD6 SCD6 S CD6 S CD6 S CD6 WD 1 WD 1 SPD SCD2 F F F 1 A B C 2 3 D 4 5 (E) OPERATORY A205 (E) OPERATORY A206 (E) OPERATORY A207 (E) OPERATORY A208 OPERATORY 137 OPERATORY 136 (E) IT A212 EXAM 138 (E) HALL A215 (E) EXAM A216 (E) XRAY A218 ELEC 132 RESTROOM 128 (E) PROCEDURE A225 (E) EXAM A226 (E) EXAM A227 (E) EXAM A228 (E) EXAM A229 (E) NURSE STATION A230 (E) RECEPTION A231 (E) PHARMACY A232 (E) WAITING/RECEPTION A233 (E) STORAGE A235 (E) CORR. A240 EXAM 139 OPERATORY 140 (E) LAB A244 (E) RESTROOM A247 (E) RESTROOM A248 (E) KID ROOM A249 CONFERENCE 119 BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 109 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124 OFFICE 110 OFFICE 123 OFFICE 122 OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 MEDICAL STORAGE 133 CORR 131 LAB STORAGE 130 LAB 129 OFFICE 111 MECH 142 RECEPTION 105 (TYP)F2 (TYP)F3 F2E F2E (TYP)F2 (TYP)F2 F2E F2E (TYP)F2 F2E (TYP)F2 (TYP)F2 (TYP)F2 F2E (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 F5EF5 (TYP)F3E (TYP)F3 (TYP)F3 (TYP)F3 (TYP)F3 F2F2 F2E F2E (TYP)F2 (TYP)F3 (TYP)F3 F1 F1 F1 F1 F1 F1 NLF2E TOILET 104 WAITING 102 (TYP)F3 'D' F4 F4 F4FA1 FA1 F4 F2E F3E F2E D-5 D-3 D-1 D-1 D-1 D-1 D-1 D-3 D-3 D-3 D-3 D-3 D-3 D-3 D-3D-3 D-3 D-3 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-1 D-1 D-5 D-5 D-5 D-5 D-1 D-5 D-1 D-1 D-3 F1 F5 (TYP)F4 (TYP)F4 F4 F4 F4 (TYP)F4 F4E F4 F4 1 2 2 2 'A' 'DS-MAIN' 'B' 33 3 3 3 D-1 FA1 F4 F4 EF-1 EF-2 EF-3 4 F10 10' -0" D-7 F10E 10' -0" 4 D-7 F10E 10' -0" D-7 4 F10E 10' -0" D-7 4 2 2 3 2 F4 F4 F4 F4 F4F4E 1 2 5 A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 NEW LOCATION OF RELOCATED DEVICE. 2 EXISTING LIGHTING IN THIS ROOM TO REMAIN, LOCATE AND PROTECT DURING CONSTRUCTION. PROVIDE NEW CIRCUITING AND CONTROLS AS INDICATED ON DRAWINGS. 3 CONNECT NEW LIGHTING TO EXISTING LIGHTING CIRCUIT WITHIN AREA OF REMODEL; FIELD VERIFY HOMERUN LOCATION; PROVIDE NEW CONTROLS AS INDICATED. 4 CIRCUIT VIA 8-RELAY LIGHTING CONTROL PANEL WITH ASTRONOMICAL TIME CLOCK, LEVITON EZ-MAX PLUS MODEL NO.RO8BD-### OR EQUAL. LOCATE ADJACENT TO PANEL WHERE LIGHTING IS CIRCUITED, OR AS INDICATED OTHERWISE ON DRAWINGS. PROVIDE RELAYS AS REQUIRED FOR CIRCUITS AND PROGRAM PER OWNERS DIRECTION. PROVIDE ADDITIONAL UNSWITCHED LEG AS NEEDED FOR CONNECTION TO BATTERY PACKS OF EMERGENCY FIXTURES. 5 CONNECT TO EXISTING LIGHTING CIRCUIT AND CONTROLS; PROVIDE ADDITIONAL UNSWITCHED LEG FOR CONNECTION TO EMERG. FIXTURE BATTERY PACK. FIELD LOCATE EXISTING CIRCUIT HOMERUN LOCATION. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 1/ 1 5 / 2 0 2 0 1 : 5 3 : 0 4 P M E1.0 LIGHTING PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O SCALE: 1/8" = 1'-0"1 LIGHTING PLAN 16'8'0" no. description date 1 PR#05 01/15/20 1 REF. F JJ J TV AV TV J J F F 1 A B C 2 3 D 4 5 (E) OPERATORY A205 (E) OPERATORY A206 (E) OPERATORY A207 (E) OPERATORY A208 OPERATORY 137 OPERATORY 136 (E) IT A212 EXAM 138 (E) HALL A215 (E) EXAM A216 (E) XRAY A218 ELEC 132 RESTROOM 128 (E) PROCEDURE A225 (E) EXAM A226 (E) EXAM A227 (E) EXAM A228 (E) EXAM A229 (E) NURSE STATION A230 (E) RECEPTION A231 (E) PHARMACY A232 (E) WAITING/RECEPTION A233 (E) STORAGE A235 (E) HALL A236 (E) CORR. A240 EXAM 139 OPERATORY 140 (E) LAB A244 (E) RESTROOM A247 (E) RESTROOM A248 (E) KID ROOM A249 CONFERENCE 119BREAKROOM 118 RESTROOM 117 OFFICE 116 OFFICE 114 OFFICE 109 OFFICE 107 OFFICE 127 PLAY THERAPY 106 MECH/ELEC 124 RESTROOM 108 OFFICE 110 OFFICE 123 OFFICE 122OFFICE 113 OFFICE 115 OFFICE 121 OFFICE 126 STORAGE 141 CORR 131 LAB STORAGE 130 LAB 129 CORR 135OFFICE 111 MECH 142 RECEPTION 105 AC AC AC AC AC AC 42" TR TRTR TR TR TR 42" WAITING 102 TOILET 104 CORR. 112 CORR. 120 CORR. 125 EWC 42" 'A' 'DS-MAIN' 'B' 'D' 'DS-D' D-2 D-2 D-2 D-2 D-2 D-2 D-4 D-4 D-4 D-4 D-4 D-4 D-6 D-6 D-6 D-6 D-6 D-8 D-8 D-8 D-8 D-8 D-8 D-10 D-10 D-10 D-10 D-10 D-12D-12 D-12 D-12 D-12 D-12 D-10 D-14D-14 D-14 D-14 D-14D-14 1 D-16 D-16 D-16 D-16 D-16 1 D-18 D-18 D-18 D-18 D-20 D-20 2 D-35,37 #8'SD-11 D-11 D-11 D-11 D-11 D-11 D-13 D-13 D-13 D-13 D-13 D-17 D-17 D-17 D-17 D-17 D-15 D-15 D-15 D-15 D-15 D-15 D-19 D-19 D-19 D-19 D-21 D-21 D-21 D-21 D-21 D-23 D-23 D-23 D-23 D-22 D-22 D-22 D-22 D-22 D-24 D-24 D-24 D-24 3 AIR COMP. DENTAL VAC. 4 ACAC ACAC AC AC AC ACACACAC ACAC 5 6 7 5 6 7 7 7 5 6 7 B-23 B-30 B-26B-22 B-24 B-24 B-24 B-24 8 8 8 8 B-28 B-28 B-28 B-28 B-32 B-32 B-32 B-32 B-32 B-32 B-34 B-34 B-34 B-34 B-34 B-34 9 D-16 D-6 D-14 10 D-16 11 (ON ROOF) RT-3 (ON ROOF) RT-2 (ON ROOF) RT-1 12 12 D-25 13 D-27 DW R D-26 EF-4 WP 14 WP 14 WP 14 D-4 D-13 D-10 WH-1 D-31,33 #10's 'C' D-24D-24 15 15 RECIRC. PUMP CONNECT TO EXISTING RECPT. CIRCUIT B-37 16 17 17 1 15 A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 PROVIDE AND INSTALL 2-GANG, CONCRETE FLOORBOX. PROVIDE WITH DUPLEX RECEPTACLE AND DATA CONDUIT AS INDICATED ON DRAWINGS. FLOORBOX SHALL BE HUBBELL SYSTEMONE SERIES: CFB2G30CR, PROVIDE REQUIRED COVERPLATE TO MATCH NEW FLOORING SYSTEM. E.C. SHALL SAW CUT AND PATCH EXISTING FLOOR AS REQUIRED FOR INSTALLATION OF FLOORBOX; COORINATE WITH G.C. 2 CONNECTION TO RANGE HOOD, COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN. 3 INSTALL 1 1/4" CONDUIT FROM FLOORBOX TO ABOVE ACCESSIBLE CEILING FOR ROUTING LOW VOLTAGE CABLING. 4 POWER FOR EXISTING DENTAL AIR COMPRESSOR AND VACCUM SHALL BE RELOCATED TO NEW MECHANICAL ROOM. E.C. SHALL PULLBACK EXISTING CIRCUITS AND EXTEND TO NEW LOCATION. FIELD VERIFY EXISTING ROUTING. 5 POWER AND TV OUTLET IN CEILING FOR TV; FIELD VERIFY LOCATION WITH OWNER PRIOR TO ROUGH-IN. 6 POWER IN FLOOR FOR DENTAL CHAIR; FIELD VERIFY CONNECTION REQUIREMENTS WITH EQUIPMENT, SAWCUT AND PATCH EXISTING FLOOR AS REQUIRE TO INSTALL POWER TO CHAIR. 7 ALL 120V CIRCUITING FOR RECEPTACLES WITHIN EXAM OR OPERATORY ROOMS SHALL BE PROVIDED WITH A REDUNDANT GROUND OR MEDICAL GRADE MC CABLE. WIRING METHODS SHALL CONFORM TO NEC ARTICLE 517. 8 CONNECT TO EXISTING RECEPTACLE CIRCUIT WITHIN AREA; FIELD VERIFY. 9 (3) 2" CONDUIT SLEEVES FOR ROUTING OF LOW VOLTAGE CABLING(BY OWNER). STUB CONDUITS FROM IT ROOM TO ABOVE ACCESSIBLE CEILING IN HALLWAY OF NEW BUILDING. COORDINATE WITH OWNER. 10 POWER FOR MOTORIZED SCREEN; COORDINATE LOCATION AND CONNECTIONS WITH EQUIPMENT. 11 RECEPTACLE MOUNTED FLUSH IN CEILING FOR OVERHEAD PROJECTOR, VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN. INSTALL J-BOX ABOVE CEILING MOUNTED TO STRUCTURE WITH A 10FT MC CABLE WHIP TO RECEPTACLE. 12 CONNECTION TO AUTOMATIC ADA DOORS; FIELD VERIFY CONNECTION LOCATION AND REQUIREMENTS WITH EQUIPMENT INSTALLERS. PROVIDE ALL REQUIRED ROUGH-IN AND CONNECTIONS TO PUSH-BUTTONS. 13 PROVIDE ELECTRICAL CONNECTION TO BUILDING MOUNTED SIGNAGE; FIELD VERIFY EXACT ROUGH-IN AND CONNECTION LOCATION WITH SIGN INSTALLER. ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL AND PROGRAM PER OWNER DIRECTION. 14 RECEPTACLE MOUNTED TO HVAC UNIT, COORDINATE MOUNTING WITH M.C. PRIOR TO ROUGH-IN. 15 EXISTING DEVICE TO REMAIN; LOCATE AND PROTECT DURING CONSTRUCTION. 16 PROVIDE NEW 20A/1P BREAKER IN EXISTING PANEL. 17 DEVICES MOUNTED IN MILLWORK, E.C SHALL COORINATE EXACT PLACEMENT WITH MILLWORK INSTALLER PRIOR TO ROUGH-IN. STUB RACEWAY FROM EACH TELE/DATA OUTLET TO NEAREST ACCESSIBLE CEILING, PROVIDE PULL STRING. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com project: date: revisions Drawings and specifications, as instruments of professional service are and shall remain the property of the architect. These documents are not to be used in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC. Ownership & Use of Documents sheet: 18 N . M a i n S t . , S t e . 2 0 0 Dr i g g s , I d a h o 8 3 4 2 2 20 8 . 3 5 4 . 8 0 3 6 ww w . g p c a r c h i t e c t s . c o m P.E. JOB #1998 9/29/19 1/ 1 5 / 2 0 2 0 1 : 5 3 : 0 5 P M E2.0 POWER/DATA PLAN 1906 09/26/2019 G R A N D P E A K S R E N O V A T I O N R E X B U R G , I D A H O SCALE: 1/8" = 1'-0"1 POWER/DATA PLAN 16'8'0" MECHANICAL - ROOFTOP UNIT SCHEDULE ID #VOLTS PH.MCA PANEL CIRCUIT FEEDER DISCONNECT SIZE DISCONNECT TYPE NOTES RT 1 240 V 3 25 A C 8,10,12 3/4"C.,3#8+1#10G 60 A FUSED/NEMA 3R 2 RT 2 240 V 3 28 A C 13,15,17 3/4"C.,3#8+1#10G 60 A FUSED/NEMA 3R 2 RT 3 240 V 3 25 A C 14,16,18 3/4"C.,3#8+1#10G 60 A FUSED/NEMA 3R 2 1. ROUTE FAN CIRCUIT THROUGH 2ND RELAY OF ROOM LIGHTING OCCUPANCY SENSOR AND SET DELAY TO 30 MIN. 2. E.C. SHALL PROVIDE LOCAL DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED IN SCHEDULE. IF FUSED DISCONNECT IS SPECIFIED FOR EQUIPMENT, FUSE PER EQUIPMENT NAMEPLATE RATING. 3. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT; SWITCH RATING SHALL NOT BE LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT. 4. EQUIPMENT IS FACTORY SUPPLYED WITH DISCONNECT AND CONVIENENCE OUTLET; E.C. SHALL PROVIDE ALL NECESSARY CONNECTIONS. MECHANICAL SCHEDULE NOTES: MECHANICAL - EXHAUST FAN SCHEDULE ID #VOLTS PH.WATTS PANEL CIRCUIT FEEDER CONTROL NOTES EF 1 120 V 1 87 W D 5 1/2"C.,2#12+1#12G W/LIGHTS EF 2 120 V 1 87 W D 1 1/2"C.,2#12+1#12G W/LIGHTS EF 3 120 V 1 87 W D 5 1/2"C.,2#12+1#12G W/LIGHTS EF 4 120 V 1 100 W D 18 1/2"C.,2#12+1#12G TIMER SWITCH no. description date 1 PR#05 01/15/20 1