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HomeMy WebLinkAboutREVIEW RESPONSE LETTER & REVISED PLANS - 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 November 7, 2019 Project: Grand Peaks Renovation Application Number: 19-00599 Re: City of Rexburg Review Comments The following is our response to the City of Rexburg Review Comments for the above-mentioned project: Planning and Zoning Review Show existing and proposed easements: An easement is required for parking lot exiting through adjacent property to the west. An easement is required for exist discharge on the north side. Response: Will Comply. The Owner is having both easements prepared by there Attorney and will provide them as soon as they are finalized. Parking Space Sizes: The rectangular 9x20 ft parking space cannot protrude into required parking aisle width. Response: Will comply. See the attached revised AS1.1 Overall Site Plan. Parking Aisle Widths: 15 ft aisle meets the requirement for 45 degree angled parking, but the corner of the 9x20 ft parking space protrudes into aisle as drawn. Response: Will comply. See the attached revised AS1.1 Overall Site Plan. Snow Storage: Identify snow storage area which is to be equal to at least 10% of parking area. Response: Will comply. See the attached revised AS1.1 Overall Site Plan. Building Review Building Height and Area Meets The Requirements of IBC Section 500: Identify allowed area increases beyond the allowed 9,000 sf. (V-B construction, B occupancy, non-sprinklered) Identify Fire walls and rating if applicable. Response: 1. The following area increase for V-B construction, B occupancy, non-sprinklered assumes that portions of the building will be considered frontage per the two new recorded easements mentioned above. a. Proposed Building Area = 12,167 sq. ft. b. If = [312’-3”/512’-8” – 0.25] 1 or If = 0.36 c. Aq = [9000 + (9000 x 0.36)] 1 or Aq = 12,240 sq. ft. 2. If our proposed solution for V-B construction with increased frontage for easements is not accepted, we would propose to change the type of construction to III -B. This will allow a building area of 19,000 sq. ft. for an III -B construction, B occupancy, non-sprinklered building. The existing exterior bearing walls are masonry and appear to meet UL Design No. U905. 3. If our proposed solution for III-B construction is not accepted, we would propose making the existing wall on Grid 3 a two hour fire wall per UL Design No. U905 and adding two 90 min fire doors at the two connecting corridors swinging to the west. The wall(s) on grid 3 are 8” masonry walls independent structurally from one another. The west wall only extends 4” above the adjacent roof but there is no openings within 4’ on either side and the roofs are Class B rated. Exterior Wall Openings Meet The Requirements of IBC Section 705.8: No openings are allowed with less than 3 feet from property line - West wall cannot have any openings as shown. A restrictive lot agreement tying the three lots together has been submitted to Tawnya Grover. This will allow the vestibule and windows on the south adjacent to parking and connection between the two buildings. Response: Will comply. See attached revised D1.1 Demolition Floor Plan, A1.1 Overall Floor Plan & A3.1 Exterior Elevations. Parapets Meet The Requirements of IBC Section 705.11: Pending revisions regarding any fire walls (check requirements of this section where it applies) Response: Not required per response on Option 1 Area Increase above or Option 2 Type III-B construction above. If Option 3 is required, we will comply. Fire Walls Meet The Requirements of IBC Section 706: Pending revisions identifying allowed building area and separation to adjacent building as required. Response: Not required per response on Option 1 Area Increase above or Option 2 Type III-B construction above. If Option 3 is required, we will comply. Occupant Load is Identified on Plans as Per IBC Section 1004: Identify Occupant load. Response: Will Comply. See attached CR1.1 Code Review Floor Plan. Special Inspection Contractor is Identified (IBC 1704.2.1): Who will be performing the required special inspections? Response: Will comply. At this point the Owner has not selected a Special Inspections and Testing Company, but will. Special inspections will be provided per Sheet S1.1 – Special Inspection Items. Eric Reiser, Assoc. AIA Project Manager, GPC Architects 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 OVERALL SITE PLAN D1.1 DEMOLITION FLOOR PLAN A1.1 OVERALL 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 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 11 / 8 / 2 0 1 9 8 : 4 2 : 4 6 A 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.ManholeMinMinimumMISCMiscellaneousM.L.P.Metal Liner PanelM.O.Masonry OpeningM.T.Metal ThresholdMTLMetal M.T.P.Metal Toilet Partition (N)NewNEC'Y Necessary N.I.C.Not in ContractNOMNominalN.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 11 / 8 / 2 0 1 9 8 : 4 2 : 4 6 A 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 no. description date 1 ADDENDUM #1 10/09/2019 2 ADDENDUM #2 10/11/2019 3 CITY REVIEW COMMENTS 11/8/2019 ADD. NO. 10/09/2019 1 ADD. NO. 10/11/2019 2 CRC 11/8/2019 1 2 735 SF GROSS STORAGE 3 OCCUPANT(S) ACCESSORY STORAGE 300 GROSS 141 429 SF GROSS WAITING 5 OCCUPANT(S) BUSINESS AREAS 100 GROSS 102 114 SF GROSS (E) OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A205 114 SF GROSS (E) OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A206 114 SF GROSS (E) OPERATORY 2 OCCUPANT(S) OUTPATIENT AREAS 100 GROSS A207 113 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 120 SF GROSS (E) PHARMACY 2 OCCUPANT(S) BUSINESS AREA 100 GROSS A232 455 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 140 145 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 105 145 SF GROSS (E) RECEPTION 2 OCCUPANT(S) BUSINESS AREA 100 GROSS A252 247 SF GROSS (E) WAITING 3 OCCUPANT(S) BUSINESS AREA 100 GROSS A251 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 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 11 / 8 / 2 0 1 9 8 : 4 2 : 3 8 A 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 100 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 A205 (E) OPERATORY 114 SF OUTPATIENT AREAS 100 GROSS 1 A206 (E) OPERATORY 114 SF OUTPATIENT AREAS 100 GROSS 1 A207 (E) OPERATORY 114 SF OUTPATIENT AREAS 100 GROSS 1 A208 (E) OPERATORY 113 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 120 SF BUSINESS AREA 100 GROSS 2 A233 (E) WAITING/RECE PTION 455 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. 244 SF CIRCULATION 0 0 A244 (E) LAB 145 SF BUSINESS AREA 100 GROSS 2 A247 (E) RESTROOM 43 SF CIRCULATION 0 0 A248 (E) RESTROOM 41 SF CIRCULATION 0 0 A249 (E) KID ROOM 81 SF BUSINESS AREA 100 GROSS 1 A250 (E) VESTIBULE 412 SF CIRCULATION 0 0 A251 (E) WAITING 247 SF BUSINESS AREA 100 GROSS 3 A252 (E) RECEPTION 145 SF BUSINESS AREA 100 GROSS 2 OCCUPANCY SCHEDULE CODE REVIEW PLAN LEGEND no. description date 3 CITY REVIEW COMMENTS 11/8/2019 CRC 11/8/2019 1 X X X X X X XXX X X X X X X XXXXXXX 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 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 11 / 8 / 2 0 1 9 8 : 4 2 : 3 7 A M AS1.1 OVERALL 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 no. description date 3 CITY REVIEW COMMENTS 11/8/2019 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 (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 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 11 / 8 / 2 0 1 9 8 : 4 2 : 4 0 A 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 (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 122OFFICE 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'- 1 0 " 10 " 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"12'-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 A3.1CORR. 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 E3 E3 E3E3 E3 E3 E1 E1 E7 W2 W3 W2W2 W5 W5 E1 W5 W5 W5 W2 W2 W2 W2 W6W3W5 W2 W3 W2 W3 W2W2 W5 E6 E6 E6 E6 W1W1 W1 9'-4" 6'- 0 " ± 3'-4"4'-3"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 123623.13123623.13 123640 123623.13 W1 123623.13 123623.13 123623.13123623.13 123623.13123623.13 087100087100 260000 113100.10 113100.30 113100.20 220000220000 260000 079500079500 079500079500 079500 011000.20 E1 101 102 104 106 108 110 113 115 E3 E2 131 134 142 220000.10 E4 E6 079500 079500 079500 079500 E5 AA 105 13 1917 20 A8.1 5 A8.1 3 4 A8.1 6 ________1 A8.1 12 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 260000 064113 ________1 A8.1 SIM. ________1 A8.1 A8.116 A8.1 14 15 (E) (E) RECEPTION (E) (E) WAITING/RECEPTION (E) (E) VESTIBULE (E) (E) WAITING CRC 11/8/2019 1 CRC 11/8/2019 1 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 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 11 / 8 / 2 0 1 9 8 : 4 2 : 3 0 A M A1.1 OVERALL 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 OVERALL 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) 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 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 no. description date 1 ADDENDUM #1 10/09/2019 3 CITY REVIEW COMMENTS 11/8/2019 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. GROUND FLOOR ELEV.100' -0" 345 092400 047300 092400 047300 ELEV. 104' - 10" T.O. WALL ± 011000.20 E4 E3 GROUND FLOOR ELEV.100' -0" ABCD2 A5.1 ________3 A5.1 ________4 A5.1 ________5 A5.1 ________ 092400 047300 047300 092400 047300 099113099113 011000.20 092400.10 230000 E5 12'-0" 9' - 1 0 " E6 B 2 A4.2 _____ 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 GROUND FLOOR ELEV.100' -0" D2 A5.1 ________ 093013 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"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 11 / 8 / 2 0 1 9 8 : 4 2 : 3 6 A 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) 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 no. description date 2 ADDENDUM #2 10/11/2019 3 CITY REVIEW COMMENTS 11/8/2019