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Home My WebLink AboutAPPROVED UPDATED PLANS - 22-00282 - Teton River Lofts - 24 Units - Bldg 1Author Name Author Email Author Phone No.: Alex Owens Alex.Owens@rexburg.org 208-372-2330 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Teton River Lofts Community Housing PH1 - 24 Units - Bldg 1 Address : Record Type : New Multi-Family Residence Document Filename : 4 2115 - ARCHITECTURAL SET 5-12-22.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00282 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments T1.1 Stamp Cody Jones : Building Open 1 Approved - Building Inspector CR1.1 Free text Cody Jones : Building Open 2 Side walk cross slope and landings at doors not to exceed 2%. CR1.2 Free text Cody Jones : Building Open 3 Please make sure fire riser rooms are large enough to for equipment as well as required access area. T1.1 Stamp Alex Owens : Electrical Open 1 Approved - Electrical Inspector New Multi-Family Residence Penetrations comply with IBC Section 714 for rated assemblies Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) THE PROPOSED PROJECT CONSISTS OF A MULTI-FAMILY RESIDENTIAL STRUCTURE INCLUDING 24 DWELLING UNITS ON THREE FLOORS. THE GROUND FLOOR IS APPROXIMATELY 7,184 S.F. AND THE TWO UPPER TWO FLOORS ARE 7,011 S.F. EACH. THE PROPOSED BUILDING IS INTENDED TO BE CONSTRUCTED TEN TIMES ON THE SITE AS A PROTOTYPE. THE BUILDING WILL CONSTRUCTED USING CONVENTIONAL WOOD FRAMED CONSTRUCTION. THE STRUCTURE WILL BE FIRE SPRINKLERED WITH REQUIRED FIRE RESISTANCE RATED PARTITIONS. SITE IMPROVEMENTS INCLUDE SIDEWALKS, PARKING AREAS, LANDSCAPING AND RELATED WORK. OCCUPANCY: R-2 NO. OF STORIES: 3 TYPE OF CONSTRUCTION: V-B BUILDING HEIGHT: GROSS AREA: OWNER: TETON RIVER LOFTS, LLC PROJECT ADDRESS: BUILDING CODES APPLICABLE: 2018 INTERNATIONAL BUILDING CODE 2018 ENERGY CONSERVATION CODE 2018 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL PLUMBING CODE OWNER: TETON RIVER LOFTS, LLC 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 CONSTRUCTION MANAGER - GENERAL CONTRACTOR: VENTURE BUILDERS, LLC 280 E LORENE ST. UNIT 9102 REXBURG, ID 83440 PHONE: 208.313.0980 EMAIL: scott@venturebuilders-id.com CIVIL ENGINEER: STRUCTURAL ENGINEER: FROST STRUCTURAL ENGINEERING 1020 LINCOLN ROAD IDAHO FALLS, ID 83401 PHONE: 208.227.8404 EMAIL: contact@frost-structural.com NORTH NOTE: NOT ALL SYMBOLS ARE USED ARCHITECTURAL CR1.1 CODE REVIEW CR1.2 CODE REVIEW 1ST FLOOR PLAN CR1.3 CODE REVIEW 2ND FLOOR PLAN CR1.4 CODE REVIEW SECTIONS CR1.5 CODE REVIEW TYPE A UNIT FLOOR PLANS CR1.6 ICC A117.1-2017 FIGURES CR1.7 COMCHECK A1.1 1ST FLOOR PLAN A1.2 2ND FLOOR PLAN A1.3 3RD FLOOR PLAN A1.4 1ST FLOOR UNIT PLANS A1.5 2ND & 3RD FLOOR UNIT PLANS A2.1 AREA PLANS A2.2 BUILDING DETAILS A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 EXTERIOR PERSPECTIVES A4.1 ROOF PLAN A4.2 ROOF DETAILS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A5.3 BUILDING SECTIONS A5.4 BUILDING SECTIONS A5.5 BUILDING SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A8.1 INTERIOR ELEVATIONS A9.1 STAIR PLANS AND SECTIONS A10.1 DOOR & WINDOW SCHEDULES A10.2 WINDOW AND DOOR DETAILS A11.1 1ST FLOOR REFLECTED CEILING PLAN A11.2 2ND FLOOR REFLECTED CEILING PLAN A11.3 3RD FLOOR REFLECTED CEILING PLAN A11.4 1ST FLOOR UNIT REFLECTED CEILING PLANS A11.5 2ND & 3RD FLOOR UNIT REFLECTED CEILING PLANS A12.1 PRODUCT SPECIFICATIONS SHEET NUMBER SHEET NAME 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 5/ 1 0 / 2 0 2 2 1 0 : 0 0 : 0 4 A M T1.1 TITLE SHEET 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O TITLE T1.1 TITLE SHEET MECHANICAL ENGINEER: ENGINEERED SYSTEMS ASSOCIATES, INC. 1355 EAST CENTER ST. POCATELLO, ID 83201 PHONE: 208.233.0501 EMAIL: esa@engsystems.com ELECTRICAL ENGINEER: PAYNE ENGINEERING, INC. 1823 EAST CENTER ST. POCATELLO, ID 83201 PHONE: 208.232.4439 EMAIL: admin@payneengineeringinc.com 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 WALL TYPE LETTER TOILET ACCESSORY 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 XXXXXX.XX BOARD INSULATION & E.I.F.S. IN PLAN & SECTION DRYWALL OR PLASTER IN PLAN & SECTION PLYWOOD IN PLAN & SECTION ACOUSTIC TILE IN SECTION METAL IN PLAN & SECTION BRICK IN PLAN & SECTION CONCRETE BLOCK IN PLAN & SECTION CONCRETE IN PLAN & SECTION GRAVEL IN PLAN & SECTION EARTH IN SECTION BATT INSULATION IN SECTION WALL IN PLAN & SECTION FINISHED WOOD IN SECTION 5/ 1 0 / 2 0 2 2 1 0 : 0 0 : 0 4 A M TETON RIVER LOFTS REXBURG, IDAHO THIS IMAGE IS CONCEPTUAL AND MAY NOT COINCIDE WITH THE CONSTRUCTION DOCUMENTS MECHANICAL M1.1 1ST LEVEL MECHANICAL PLAN M1.2 2ND LEVEL MECHANICAL PLAN M1.3 3RD LEVEL MECHANICAL PLAN M2.0 LARGE SCALE MECH. PLANS M2.1 LARGE SCALE MECH. PLANS M3.0 MECHANICAL SCHEDULES & DETAILS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S1.1 SPECIAL INSPECTIONS S1.2 TYPICAL DETAILS S1.3 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 SECOND FLOOR FRAMING PLAN S2.2 THIRD FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.0 FOUNDATION DETAILS S4.0 FLOOR FRAMING DETAILS S4.1 FLOOR FRAMING DETAILS S5.0 ROOF FRAMING DETAILS ELECTRICAL E0.0 ELECTRICAL SYMBOLS & DETAILS E1.0 1ST & 2ND FLOOR LIGHTING PLANS E1.1 1ST & 2ND FLOOR PWR PLANS E1.2 3RD FLOOR LTG/PWR PLANS E2.0 TYPICAL UNIT PLANS E3.0 POWER RISER DIAGRAM & SCHEDULES PLUMBING P1.0 FOUNDATION PLUMBING PLAN P1.1 PLUMBING 1ST FLOOR PLAN P1.2 PLUMBING 2ND FLOOR PLAN P1.3 PLUMBING 3RD FLOOR PLAN P2.0 LARGE SCALE TYP. UNIT PLUMBING PLANS P3.0 PLUMBING DETAILS & SCHEDULES N 2 N D E H W Y 2 0 H W Y 33 W MAIN ST E 7TH N PROJECT LOCATION no. description date 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 3 8 A M CR1.1 CODE REVIEW 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 2018 IBC BUILDING CODE REVIEW USE AND OCCUPANCY DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF 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 PURPOSE WHATSOEVER WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF GPC ARCHITECTS. REGARDLESS OF ANY NOTES WITHIN THE DRAWINGS, SPECIFICATIONS, AND/OR PRODUCT SUBMITTALS, THIS PROJECT SHALL COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC). IN THE EVENT OF A CONFLICT OR DISCREPANCY WITH THESE PROPOSED PLANS AND THE 2018 IBC, NOTIFY THE ARCHITECT IMMEDIATELY. GENERAL PROJECT INFORMATION BUILDING ONWER: TETON RIVER LOFTS, LLC PROJECT ADDRESS:LORENE ST., REXBURG, IDAHO CONSTRUCTION TYPE:V-B PROJECT DESCRIPTION THE PROPOSED PROJECT CONSISTS OF A MULTI-FAMILY RESIDENTIAL STRUCTURE INCLUDING 24 DWELLING UNITS ON THREE FLOORS. THE GROUND FLOOR IS APPROXIMATELY 7,154 S.F. AND THE TWO UPPER TWO FLOORS ARE APPROXIMATELY 7,024 S.F. EACH. THE PROPOSED BUILDING IS INTENDED TO BE CONSTRUCTED MULTIPLE TIMES ON THE SITE AS A PROTOTYPE. THE BUILDING WILL BE CONSTRUCTED USING CONVENTIONAL WOOD FRAMED METHODS. THE STRUCTURE WILL BE FIRE SPRINKLERED WITH REQUIRED FIRE-RESISTANCE-RATED PARTITIONS AND FIRE- RESISTANCE-RATED BARRIERS. SITE IMPROVEMENTS INCLUDE SIDEWALKS, PARKING AREAS, LANDSCAPING AND RELATED WORK. SITE AND ZONING APPLICABLE OCCUPANCY CLASSIFICATION GROUP(S): 310.3 RESIDENTIAL GROUP R-2. RESIDENTIAL GROUP R-2 OCCUPANCIES CONTAINING SLEEPING UNITS OR MORE THAN TWO DWELLING UNITS WHERE THE OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE, INCLUDING: APARTMENT HOUSES CHAPTER 3 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE 420.2 SEPARATION WALLS. WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING,WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. 420.3 HORIZONTAL SEPARATION. FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711. [F] 420.4 AUTOMATIC SPRINKLER SYSTEM. GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8. QUICK-RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903.3.2. [F] 420.5 FIRE ALARM SYSTEMS AND SMOKE ALARMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP R-2 OCCUPANCIES IN ACCORDANCE WITH SECTION 907.2.9. SINGLE-OR MULTIPLE-STATION SMOKE ALARMS SHALL BE PROVIDED IN GROUPS R-2 IN ACCORDANCE WITH SECTION 907.2.10. 420.9 GROUP R COOKING FACILITIES. IN GROUP R OCCUPANCIES, COOKING APPLIANCES USED FOR DOMESTIC COOKING OPERATIONS SHALL BE IN ACCORDANCE WITH SECTION 917.2 OF THE INTERNATIONAL MECHANICAL CODE. CHAPTER 4 FIRE AND SMOKE PROTECTION SYSTEMS 705.2.3.1 BALCONIES AND SIMILAR PROJECTIONS BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION OTHER THAN FIRE- RETARDANT-TREATED WOOD SHALL BE FIRE-RESISTANCE RATED WHERE REQUIRED BY TABLE 601 FOR FLOOR CONSTRUCTION OR SHALL BE OF HEAVY TIMBER CONSTRUCTION IN ACCORDANCE WITH SECTION 2304.11. THE AGGREGATE LENGTH OF THE PROJECTIONS SHALL NOT EXCEED 50 PERCENT OF THE BUILDING'S PERIMETER ON EACH FLOOR. EXCEPTIONS: 3. BALCONIES AND SIMILAR PROJECTIONS ON BUILDINGS OF TYPES III, IV AND V CONSTRUCTION SHALL BE PERMITTED TO BE OF TYPE V CONSTRUCTION AND SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING WHERE SPRINKLER PROTECTION IS EXTENDED TO THESE AREAS. 708.3 FIRE-RESISTANCE RATING FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR. EXCEPTIONS: CORRIDOR WALLS PERMITTED TO HAVE A 1/2-HOUR FIRE-RESISTANCE RATING BY TABLE 1020.1. 1. DWELLING UNIT AND SLEEPING UNIT SEPARATIONS IN BUILDINGS OF TYPES IIB, IIIB AND VB CONSTRUCTION SHALL HAVE FIRE-RESISTANCE RATINGS OF NOT LESS THAN 1/2 HOUR IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. 708.4 CONTINUITY FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW AND BE SECURELY ATTACHED TO ONE OF THE FOLLOWING: 1. THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE. 2. THE UNDERSIDE OF A FLOOR/CEILING OR ROOF/CEILING ASSEMBLY HAVING A FIRE- RESISTANCE RATING THAT IS NOT LESS THAN THE FIRE-RESISTANCE RATING OF THE FIRE PARTITION. EXCEPTIONS: 1. FIRE PARTITIONS SHALL NOT BE REQUIRED TO EXTEND INTO A CRAWL SPACE BELOW WHERE THE FLOOR ABOVE THE CRAWL SPACE HAS A MINIMUM 1-HOUR FIRE-RESISTANCE RATING. 2. FIRE PARTITIONS SERVING AS A CORRIDOR WALL SHALL NOT BE REQUIRED TO EXTEND ABOVE THE LOWER MEMBRANE OF A CORRIDOR CEILING PROVIDED THAT THE CORRIDOR CEILING MEMBRANE IS EQUIVALENT TO CORRIDOR WALL MEMBRANE, AND EITHER OF THE FOLLOWING CONDITIONS IS MET: 3. THE ROOM-SIDE MEMBRANE OF THE CORRIDOR WALL EXTENDS TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB OF A FIRE-RESISTANCE-RATED FLOOR OR ROOF ABOVE. 4. THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, INCLUDING AUTOMATIC SPRINKLERS INSTALLED IN THE SPACE BETWEEN THE TOP OF THE FIRE PARTITION AND UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE. 708.4.2 FIREBLOCKS AND DRAFTSTOPS IN COMBUSTIBLE CONSTRUCTION IN COMBUSTIBLE CONSTRUCTION WHERE FIRE PARTITIONS DO NOT EXTEND TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE, THE SPACE ABOVE AND ALONG THE LINE OF THE FIRE PARTITION SHALL BE PROVIDED WITH ONE OF THE FOLLOWING: 1. FIREBLOCKING UP TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE USING MATERIALS COMPLYING WITH SECTION 718.2.1. 2. DRAFTSTOPPING UP TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE USING MATERIALS COMPLYING WITH SECTION 718.3.1 FOR FLOORS OR SECTION 718.4.1 FOR ATTICS. EXCEPTIONS: 1. BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1, OR IN ACCORDANCE WITH SECTION 903.3.1.2 PROVIDED THAT PROTECTION IS PROVIDED IN THE SPACE BETWEEN THE TOP OF THE FIRE PARTITION AND UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE AS REQUIRED FOR SYSTEMS COMPLYING WITH SECTION 903.3.1.1. 2. WHERE CORRIDOR WALLS PROVIDE A SLEEPING UNIT OR DWELLING UNIT SEPARATION, DRAFTSTOPPING SHALL ONLY BE REQUIRED ABOVE ONE OF THE CORRIDOR WALLS. 3. IN GROUP R-2 OCCUPANCIES UP TO AND INCLUDING FOUR STORIES IN HEIGHT IN BUILDINGS NOT EXCEEDING 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE, THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET (279 M2) OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. EXCEPTION:HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS AND SLEEPING UNITS SHALL BE NOT LESS THAN 1/2-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION IN A BUILDING OF TYPES IIB, IIIB AND VB CONSTRUCTION, WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. 713.2 CONSTRUCTION SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711, OR BOTH. 713.4 FIRE-RESISTANCE RATING SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. THE NUMBER OF STORIES CONNECTED BY THE SHAFT ENCLOSURE SHALL INCLUDE ANY BASEMENTS BUT NOT ANY MEZZANINES.SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS.SHAFT ENCLOSURES SHALL MEET THE REQUIREMENTS OF SECTION 703.2.1. 714.1 SCOPE THE PROVISIONS OF THIS SECTION SHALL GOVERN THE MATERIALS AND METHODS OF CONSTRUCTION USED TO PROTECT THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS OF HORIZONTAL ASSEMBLIES AND FIRE-RESISTANCE-RATED WALL ASSEMBLIES. 714.1.1 DUCTS AND AIR TRANSFER OPENINGS PENETRATIONS OF FIRE-RESISTANCE-RATED WALLS BY DUCTS THAT ARE NOT PROTECTED WITH DAMPERS SHALL COMPLY WITH SECTIONS 714.3 THROUGH 714.4.3. PENETRATIONS OF HORIZONTAL ASSEMBLIES NOT PROTECTED WITH A SHAFT AS PERMITTED BY SECTION 717.6, AND NOT REQUIRED TO BE PROTECTED WITH FIRE DAMPERS BY OTHER SECTIONS OF THIS CODE, SHALL COMPLY WITH SECTIONS 714.5 THROUGH 714.6.2. DUCTS AND AIR TRANSFER OPENINGS THAT ARE PROTECTED WITH DAMPERS SHALL COMPLY WITH SECTION 717. 714.4 FIRE-RESISTANCE-RATED WALLS PENETRATIONS INTO OR THROUGH FIRE WALLS,FIRE BARRIERS,SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTIONS 714.4.1 THROUGH 714.4.3. PENETRATIONS IN SMOKE BARRIER WALLS SHALL ALSO COMPLY WITH SECTION 714.5.4. 714.4.1 THROUGH PENETRATIONS THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALLS SHALL COMPLY WITH SECTION 714.4.1.1 OR 714.4.1.2. 714.4.1.1 FIRE-RESISTANCE-RATED ASSEMBLIES THROUGH PENETRATIONS SHALL BE PROTECTED USING SYSTEMS INSTALLED AS TESTED IN THE APPROVED FIRE-RESISTANCE-RATED ASSEMBLY. 714.4.1.2 THROUGH-PENETRATION FIRESTOP SYSTEM THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL PENETRATED. 714.5 HORIZONTAL ASSEMBLIES PENETRATIONS OF A FIRE-RESISTANCE-RATED FLOOR, FLOOR/CEILING ASSEMBLY OR THE CEILING MEMBRANE OF A ROOF/CEILING ASSEMBLY NOT REQUIRED TO BE ENCLOSED IN A SHAFT BY SECTION 712.1 SHALL BE PROTECTED IN ACCORDANCE WITH SECTIONS 714.5.1 THROUGH 714.5.4. 714.5.1 THROUGH PENETRATIONS THROUGH PENETRATIONS OF HORIZONTAL ASSEMBLIES SHALL COMPLY WITH SECTION 714.5.1.1 OR 714.5.1.2. CHAPTER 7 FIRE PROTECTION AND LIFE SAFETY SYSTEMS [F] 903.3.1.2 NFPA 13R SPRINKLER SYSTEMS. AUTOMATIC SPRINKLER SYSTEMS IN GROUP R OCCUPANCIES UP TO AND INCLUDING FOUR STORIES IN HEIGHT IN BUILDINGS NOT EXCEEDING 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE SHALL BE PERMITTED TO BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R. THE NUMBER OF STORIES OF GROUP R OCCUPANCIES CONSTRUCTED IN ACCORDANCE WITH SECTIONS 510.2 AND 510.4 SHALL BE MEASURED FROM THE HORIZONTAL ASSEMBLY CREATING SEPARATE BUILDINGS. [F] 903.3.1.2.1 BALCONIES AND DECKS. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLING UNITS AND SLEEPING UNITS WHERE EITHER OF THE FOLLOWING CONDITIONS EXISTS: 1. THE BUILDING IS OF TYPE V CONSTRUCTION, PROVIDED THAT THERE IS A ROOF OR DECK ABOVE. 2. EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLING UNITS AND SLEEPING UNITS ARE CONSTRUCTED IN ACCORDANCE WITH SECTION 705.2.3.1, EXCEPTION 3. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN 1 INCH (25 MM) TO 6 INCHES (152 MM) BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES (356 MM) BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. CHAPTER 9 MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT. RESIDENTIAL: 200 GROSS 1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD 1005.3.1 STAIRWAYS. THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAYS SERVING THAT STORY. EXCEPTIONS: 1.FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. EXCEPTIONS: 1. FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.15 INCH (3.8 MM) PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. 1019.3 OCCUPANCIES OTHER THAN GROUPS I-2 AND I-3. IN OTHER THAN GROUP I-2 AND I-3 OCCUPANCIES, FLOOR OPENINGS CONTAINING EXIT ACCESS STAIRWAYS OR RAMPS THAT DO NOT COMPLY WITH ONE OF THE CONDITIONS LISTED IN THIS SECTION SHALL BE ENCLOSED WITH A SHAFT ENCLOSURE CONSTRUCTED IN ACCORDANCE WITH SECTION 713. CHAPTER 10 BUILDING HEIGHT AND AREA TABLE 504.3 MAX ALLOWABLE BUILDING HEIGHT SPRINKLERED: 60' ACTUAL HEIGHT:37' TABLE 504.4 MAX ALLOWABLE NUMBER OF STORIES SPRINKLERED, TYPE V-B: 3 STORIES ACTUAL NUMBER OF STORIES: 3 STORIES TABLE 506.2 MAX ALLOWABLE AREA SPRINKLERED: 7,000 S.F. (W/ NFPA 13R SPRINKLER SYSTEM.) 506.2.3 SINGLE- OCCUPANCY, MULTISTORY BUILDINGS THE ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2: Aa = [At + (NS X If)] x Sa Aa = [7,000 + (7,000 X .30) X 1 = 9,100 SQUARE FEET PER STORY (W/ NFPA 13R SPRINKLER SYSTEM.) Aa = [7,000 + (7,000 X .30) X.3 = 27,300 SQUARE FEET ACTUAL AREA:21,183 SQUARE FEET Aa = ALLOWABLE AREA (SQUARE FEET). At = TUBULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D, OR SM VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE 506.2 NS = TUBULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH TABLE 506.2 FOR A NONSPRINKLERED BUILDING (REGARDLESS OF WETHER THE BUILDING IS SPRINKLERED). If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT) AS CALCULATED IN ACCORDANCE WITH SECTION 506.3 Sa = ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2, USE THE ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED FOUR. NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (AA) AS DETERMINED BY EQUATION 5-2 USING THE VALUE OF SA = 1. CHAPTER 5 ZONING DISTRICT:MEDIUM DENSITY RESIDENTIAL 2 PERMITTED USES:MULTI-FAMILY FRONT YARD SETBACK:25' REAR YARD SETBACK:20' SIDE YARD SETBACK:6" OF SETBACK FOR EVERY FOOT OF BUILDING HEIGHT MAXIMUM BUILDING HEIGHT:40' MAXIMUM LOT COVERAGE:80% MINIMUM LANDSCAPING:20% no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 CITY 05/10/22 1 GLASS AND GLAZING 2406.4 HAZARDOUS LOCATIONS THE LOCATIONS SPECIFIED IN SECTIONS 2406.4.1 THROUGH 2406.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS. 2406.4.1 GLAZING IN DOORS GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. 2406.4.2 GLAZING ADJACENT TO DOORS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH (610 MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION 2406.4.3. 4. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION IN ONE- AND TWO-FAMILY DWELLINGS OR WITHIN DWELLING UNITS IN GROUP R-2. 2406.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET (0.84 M2). 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 3. THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. 2406.4.6 GLAZING ADJACENT TO STAIRWAYS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. THE SIDE OF A STAIRWAY, LANDING OR RAMP THAT HAS A GUARD COMPLYING WITH THE PROVISIONS OF SECTIONS 1015 AND 1607.8, AND THE PLANE OF THE GLASS IS GREATER THAN 18 INCHES (457 MM) FROM THE RAILING. 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. 2406.4.7 GLAZING ADJACENT TO THE BOTTOM STAIRWAY LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC THAT IS LESS THAN 180 DEGREES (3.14 RAD) FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. CHAPTER 24 CITY 05/10/22 1 EXCEPTIONS: 1. PENETRATIONS BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS OR CONCRETE OR MASONRY ITEMS THROUGH A SINGLE FIRE-RESISTANCE-RATED FLOOR ASSEMBLY WHERE THE ANNULAR SPACE IS PROTECTED WITH MATERIALS THAT PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON WASTE WHEN SUBJECTED TO ASTM E119 OR UL 263 TIME-TEMPERATURE FIRE CONDITIONS UNDER A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER AT THE LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE-RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. PENETRATING ITEMS WITH A MAXIMUM 6-INCH (152 MM)NOMINAL DIAMETER SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE FIRE-RESISTANCE-RATED FLOOR ASSEMBLY, PROVIDED THAT THE AGGREGATE AREA OF THE OPENINGS THROUGH THE ASSEMBLY DOES NOT EXCEED 144 SQUARE INCHES (92 900 MM2) IN ANY 100 SQUARE FEET (9.3 M2) OF FLOOR AREA. 2. PENETRATIONS IN A SINGLE CONCRETE FLOOR BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS WITH A MAXIMUM 6-INCH (152 MM)NOMINAL DIAMETER, PROVIDED THAT THE CONCRETE, GROUT OR MORTAR IS INSTALLED THE FULL THICKNESS OF THE FLOOR OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE-RESISTANCE RATING. THE PENETRATING ITEMS SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE CONCRETE FLOOR, PROVIDED THAT THE AREA OF THE OPENING THROUGH EACH FLOOR DOES NOT EXCEED 144 SQUARE INCHES (92 900 MM2). 3. PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED THAT SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE-RATED ASSEMBLIES AND INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. 714.5.1.1 FIRE-RESISTANCE-RATED ASSEMBLIES THROUGH PENETRATIONS SHALL BE PROTECTED USING SYSTEMS INSTALLED AS TESTED IN THE APPROVED FIRE-RESISTANCE-RATED ASSEMBLY. 714.5.1.2 THROUGH-PENETRATION FIRESTOP SYSTEM THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER (2.49 PA). THE SYSTEM SHALL HAVE AN F RATING/T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS THAN THE REQUIRED RATING OF THE FLOOR PENETRATED. EXCEPTIONS: 1. FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL ABOVE THE FLOOR OR BELOW THE FLOOR DO NOT REQUIRE A T RATING. 2. FLOOR PENETRATIONS BY FLOOR DRAINS, TUB DRAINS OR SHOWER DRAINS CONTAINED AND LOCATED WITHIN THE CONCEALED SPACE OF A HORIZONTAL ASSEMBLY DO NOT REQUIRE A T RATING. 3. FLOOR PENETRATIONS OF MAXIMUM 4-INCH (102 MM)NOMINAL DIAMETER METAL CONDUIT OR TUBING PENETRATING DIRECTLY INTO METAL-ENCLOSED ELECTRICAL POWER SWITCHGEAR DO NOT REQUIRE A T RATING. 716.2.6 FIRE DOOR HARDWARE AND CLOSURES FIRE DOOR HARDWARE AND CLOSURES SHALL BE INSTALLED ON FIRE DOOR ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION. 718.2.1.1 BATTS OR BLANKETS OF MINERAL WOOL OR MINERAL FIBER BATTS OR BLANKETS OF MINERAL WOOL OR MINERAL FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT (3048 MM) HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 718.2.1.2 UNFACED FIBERGLASS UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16 INCHES (406 MM) MEASURED VERTICALLY. WHERE PIPING, CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. 718.2.1.5 DOUBLE STUD WALLS BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. FIRE AND SMOKE PROTECTION SYSTEMS (CONTINUED)CHAPTER 7MEANS OF EGRESS (CONT'D) SECTION 1020 CORRIDORS 1020.1 CONSTRUCTION. CORRIDORS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1020.1. THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE RATED SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS. TABLE 1020.1. CORRIDOR FIRE-RESISTANCE RATING. OCCUPANCY: R-2 OCCUPANT LOAD: GREATER THAN 10 WITH SPRINKLER SYSTEM: .5 FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 WHERE ALLOWED. 1020.2 WIDTH AND CAPACITY. THE REQUIRED CAPACITY OF CORRIDORS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN THAT SPECIFIED IN TABLE 1020.2. TABLE 1020.2 MINIMUM CORRIDOR WIDTH. ANY FACILITY NOT LISTED IN THIS TABLE: MINIMUM WIDTH: 44 INCHES. SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS 1023.2 CONSTRUCTION ENCLOSURES FOR INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH.INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. THE NUMBER OF STORIES CONNECTED BY THE INTERIOR EXIT STAIRWAYS OR RAMPS SHALL INCLUDE ANY BASEMENTS, BUT NOT ANY MEZZANINES.INTERIOR EXIT STAIRWAYS AND RAMPS SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS. CHAPTER 10 ACCESSIBILITY - IBC 1102.1 DESIGN. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND ICC A117.1. SEE SHEET CR1.5 FOR ICC A 117.1 REVIEW. 1107.2 DESIGN DWELLING UNITS AND SLEEPING UNITS THAT ARE REQUIRED TO BE ACCESSIBLE UNITS, TYPE A UNITS AND TYPE B UNITS SHALL COMPLY WITH THE APPLICABLE PORTIONS OF CHAPTER 11 OF ICC A117.1. UNITS REQUIRED TO BE TYPE A UNITS ARE PERMITTED TO BE DESIGNED AND CONSTRUCTED AS ACCESSIBLE UNITS. UNITS REQUIRED TO BE TYPE B UNITS ARE PERMITTED TO BE DESIGNED AND CONSTRUCTED AS ACCESSIBLE UNITS OR AS TYPE A UNITS. SECTION 1107.6.2 GROUP R-2. 1107.6.2.2 APARTMENT HOUSES, MONASTERIES AND CONVENTS. TYPE A UNITS AND TYPE B UNITS SHALL BE PROVIDED IN APARTMENT HOUSES, MONASTERIES AND CONVENTS IN ACCORDANCE WITH SECTIONS 1107.6.2.2.1 AND 1107.6.2.2.2. BEDROOMS IN MONASTERIES AND CONVENTS SHALL BE COUNTED AS UNITS FOR THE PURPOSE OF DETERMINING THE NUMBER OF UNITS. WHERE THE BEDROOMS ARE GROUPED IN SLEEPING UNITS, ONLY ONE BEDROOM IN EACH SLEEPING UNIT SHALL COUNT TOWARD THE NUMBER OF REQUIRED TYPE A UNITS. 1107.6.2.2.1 TYPE A UNITS. IN GROUP R-2 OCCUPANCIES CONTAINING MORE THAN 20 DWELLING UNITS OR SLEEPING UNITS, AT LEAST 2 PERCENT BUT NOT LESS THAN ONE OF THE UNITS SHALL BE A TYPE A UNIT. ALL GROUP R-2 UNITS ON A SITE SHALL BE CONSIDERED TO DETERMINE THE TOTAL NUMBER OF UNITS AND THE REQUIRED NUMBER OF TYPE A UNITS. TYPE A UNITS SHALL BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. EXCEPTIONS: 1. THE NUMBER OF TYPE A UNITS IS PERMITTED TO BE REDUCED IN ACCORDANCE WITH SECTION 1107.7. 2. EXISTING STRUCTURES ON A SITE SHALL NOT CONTRIBUTE TO THE TOTAL NUMBER OF UNITS ON A SITE. 1107.6.2.2.2 TYPE B UNITS. WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE B UNIT. CHAPTER 11 SECTION 1206 SOUND TRANSMISSION 1206.1 SCOPE THIS SECTION SHALL APPLY TO COMMON INTERIOR WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES BETWEEN ADJACENT DWELLING UNITS AND SLEEPING UNITS OR BETWEEN DWELLING UNITS AND SLEEPING UNITS AND ADJACENT PUBLIC AREAS SUCH AS HALLS, CORRIDORS, STAIRWAYS OR SERVICE AREAS. 1206.2 AIRBORNE SOUND WALLS, PARTITIONS AND FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS OF NOT LESS THAN 50, OR NOT LESS THAN 45 IF FIELD TESTED, FOR AIRBORNE NOISE WHERE TESTED IN ACCORDANCE WITH ASTM E90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS REQUIREMENT SHALL NOT APPLY TO ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO THE FRAME AND SILL. 1206.3 STRUCTURE-BORNE SOUND FLOOR-CEILING ASSEMBLIES BETWEEN DWELLING UNITS AND SLEEPING UNITS OR BETWEEN A DWELLING UNIT OR SLEEPING UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION CLASS RATING OF NOT LESS THAN 50, OR NOT LESS THAN 45 IF FIELD TESTED, WHERE TESTED IN ACCORDANCE WITH ASTM E492. CHAPTER 12INTERIOR ENVIRONMENT CITY 05/10/22 1 SOILS AND FOUNDATIONS 1804.4 SITE GRADING THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET (3048 MM) MEASURED PERPENDICULAR TO THE FACE OF THE WALL. 1805.2 DAMPPROOFING WHERE HYDROSTATIC PRESSURE WILL NOT OCCUR AS DETERMINED BY SECTION 1803.5.4, FLOORS AND WALLS FOR OTHER THAN WOOD FOUNDATION SYSTEMS SHALL BE DAMPPROOFED IN ACCORDANCE WITH THIS SECTION. 1805.2.1 FLOORS DAMPPROOFING MATERIALS FOR FLOORS SHALL BE INSTALLED BETWEEN THE FLOOR AND THE BASE COURSE REQUIRED BY SECTION 1805.4.1, EXCEPT WHERE A SEPARATE FLOOR IS PROVIDED ABOVE A CONCRETE SLAB. WHERE INSTALLED BENEATH THE SLAB, DAMPPROOFING SHALL CONSIST OF NOT LESS THAN 6-MIL (0.006 INCH; 0.152 MM) POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM). 1805.2.2 WALLS DAMPPROOFING MATERIALS FOR WALLS SHALL BE INSTALLED ON THE EXTERIOR SURFACE OF THE WALL, AND SHALL EXTEND FROM THE TOP OF THE FOOTING TO ABOVE GROUND LEVEL. DAMPPROOFING SHALL CONSIST OF A BITUMINOUS MATERIAL, 3 POUNDS PER SQUARE YARD (16 N/M2) OF ACRYLIC MODIFIED CEMENT,1/8 INCH (3.2 MM) COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM C887, ANY OF THE MATERIALS PERMITTED FOR WATERPROOFING BY SECTION 1805.3.2 OR OTHER APPROVED METHODS OR MATERIALS. CHAPTER 18 CITY 05/10/22 1 Side walk cross slope and landings at doors not to exceed 2%. UP UP GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3247GA WP3247 GA WP3247GA WP3247 GA WP3247GA WP3247 GA W P 3 2 6 7 GA W P 3 2 6 7 GA WP3116 GA WP3116 B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 UNIT 2 102 UNIT 1 106 UNIT 1 104 UNIT 3 108 UNIT 2 101 UNIT 1 105 UNIT 1 103 UNIT 2 107 WO R K S U R F A C E UNIT 202 302 SIMILAR RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS UNIT 204 304 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS UNIT 208 308 SIMILAR RESIDENTIAL 200 GROSS 1,198 SQ FT GROSS 6 OCCUPANTS UNIT 206 306 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS UNIT 201 301 SIMILAR RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS UNIT 203 303 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS UNIT 205 305 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS UNIT 207 307 SIMILAR RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS 5 34 6 5 3 3 3 3 32 5 4851 EGRESS DOOR SIZE OCCUPANTS TOTAL: 51 51 OCC X 0.2IN = 10.2IN WIDTH PROVIDED: 36IN EGRESS STAIR SIZE OCCUPANTS PER STORY: 17 17 OCC X 0.3IN = 5.1IN WIDTH PROVIDED: 44IN EGRESS DOOR SIZE OCCUPANTS TOTAL: 48 48 OCC X 0.2IN = 9.6IN WIDTH PROVIDED: 36IN EGRESS STAIR SIZE OCCUPANTS PER STORY: 16 16 OCC X 0.3IN = 4.8IN WIDTH PROVIDED: 44IN EXIT ACCESS TRAVEL DIST. MAXIMUM ALLOWED: 250' DISTANCE PROVIDED: 175' CITY 05/10/22 1 FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 1 HOUR FIRE 55 TO 59 STC SOUND 60 TO 74 IIC SOUND 1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I-JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3267 1 HOUR FIRE 50 TO 54 STC SOUND 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM SHEATHING WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3116 1 HOUR FIRE 55 TO 59 STC SOUND TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 1" AIR SPACE 5/8" TYPE X GYPSUM WALL BOARD WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3247 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 AND GA FILE NO. WP 3247 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 AND GA FILE NO. WP 3116 1 HOUR FIRE 1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I-JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING 1/2" RESILIENT CHANNELS 1/2" RESILIENT CHANNELS FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 1 HOUR FIRE 55 TO 59 STC SOUND 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD FIBERGLASS BATT INSULATION FIREBLOCK IN ACCORDANCE WITH IBC 718.2.1.1 AND 718.2.1.5 FIBERGLASS BATT INSULATION FIREBLOCK IN ACCORDANCE WITH IBC 718.2.1.2 AND 718.2.1.5 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 UNIT 102 - RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS 7 EXIT NUMBER OF OCCUPANTS ALTERNATE EXIT ROUTE FUNCTION OF SPACE (IBC TABLE 1004.1.2) AREA OF OCCUPANCY (SQUARE FEET) NUMBER OF OCCUPANTS (AREA/OCC. LOAD FACTOR) OCCUPANCY LOAD FACTOR (IBC TABLE 1004.1.2) ROOM NAME AND NUMBER FIRE EXTINGUISHER NUMBER OF OCCUPANTS FROM ADJACENT STORY EXIT ACCESS TRAVEL PATH EXIT ACCESS TRAVEL PATH FROM ADJACENT STORY 42 FIRE-RESISTANT-RATED CONSTRUCTION ASSEMBLY AND REFERENCE NUMBER FE 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 4 0 A M CR1.2 CODE REVIEW 1ST FLOOR PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"CR1.2 1 CODE REVIEW 1ST FLOOR PLAN FIRE-RATED ASSEMBLIES CODE REVIEW PLAN LEGENDNFPA 13R SPRINKLER SYSTEM THIS PROJECT SHALL BE EQUIPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R. no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 CITY 05/10/22 1 Please make sure fire riser rooms are large enough to for equipment as well as required access area. DN DN GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA W P 3 2 6 7 GA W P 3 2 6 7 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA W P 3 2 4 7 GA WP3247GA WP3247 GA WP3247GA WP3247 GA WP3116 GA WP3116 B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 UNIT 2 202 UNIT 1 206 UNIT 1 204 UNIT 3 208 UNIT 2 201 UNIT 1 205 UNIT1 203 UNIT 2 207 16 5 UNIT 202 302 SIMILAR RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS UNIT 204 304 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS UNIT 208 308 SIMILAR RESIDENTIAL 200 GROSS 1,198 SQ FT GROSS 6 OCCUPANTS 17 6 34 5 UNIT 206 306 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS 3 3 3 3 UNIT 201 301 SIMILAR RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS UNIT 203 303 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS UNIT 205 305 SIMILAR RESIDENTIAL 200 GROSS 578 SQ FT GROSS 3 OCCUPANTS UNIT 207 307 SIMILAR RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS 32 EXIT ACCESS TRAVEL DIST. MAXIMUM ALLOWED: 250' DISTANCE PROVIDED: 175' CITY 05/10/22 1 CONCEALED SPACES TO BE FIREBLOCKED/DRAFTSTOPPED PER IBC 718. CITY 05/10/22 1 CITY 05/10/22 1 FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 1 HOUR FIRE 55 TO 59 STC SOUND 60 TO 74 IIC SOUND 1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I-JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3267 1 HOUR FIRE 50 TO 54 STC SOUND 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM SHEATHING WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3116 1 HOUR FIRE 55 TO 59 STC SOUND TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 1" AIR SPACE 5/8" TYPE X GYPSUM WALL BOARD WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3247 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 AND GA FILE NO. WP 3247 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 AND GA FILE NO. WP 3116 1 HOUR FIRE 1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I-JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING 1/2" RESILIENT CHANNELS 1/2" RESILIENT CHANNELS FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 1 HOUR FIRE 55 TO 59 STC SOUND 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD FIBERGLASS BATT INSULATION FIREBLOCK IN ACCORDANCE WITH IBC 718.2.1.1 AND 718.2.1.5 FIBERGLASS BATT INSULATION FIREBLOCK IN ACCORDANCE WITH IBC 718.2.1.2 AND 718.2.1.5 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 UNIT 102 - RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS 7 EXIT NUMBER OF OCCUPANTS ALTERNATE EXIT ROUTE FUNCTION OF SPACE (IBC TABLE 1004.1.2) AREA OF OCCUPANCY (SQUARE FEET) NUMBER OF OCCUPANTS (AREA/OCC. LOAD FACTOR) OCCUPANCY LOAD FACTOR (IBC TABLE 1004.1.2) ROOM NAME AND NUMBER FIRE EXTINGUISHER NUMBER OF OCCUPANTS FROM ADJACENT STORY EXIT ACCESS TRAVEL PATH EXIT ACCESS TRAVEL PATH FROM ADJACENT STORY 42 FIRE-RESISTANT-RATED CONSTRUCTION ASSEMBLY AND REFERENCE NUMBER FE 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 4 2 A M CR1.3 CODE REVIEW 2ND FLOOR PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"CR1.3 1 CODE REVIEW 2ND FLOOR PLAN FIRE-RATED ASSEMBLIES CODE REVIEW PLAN LEGEND 3RD FLOOR SIMILAR NFPA 13R SPRINKLER SYSTEM THIS PROJECT SHALL BE EQUIPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R. no. description date 1 CITY REVIEW 05/10/22 GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075GA FC5075 GA FC5075GA FC5075GA FC5052GA FC5052 GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075GA FC5075 GA FC5075GA FC5075GA FC5052GA FC5052 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA W P 3 2 6 7 GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA W P 3 1 1 6 GA WP3116 GA WP3116 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" 1 A5.3 ________ T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" 1 T.O. PARAPET 3 ELEV.37' -0" 5610 37 T.O. FOOTING 96' -0" ELEV.-4' -0" 29482 A5.3 ________ T.O. PARAPET 2 ELEV.35' -9 3/4"T.O. PARAPET1 ELEV.34' -8 5/8" 2 A5.4 ________1 A5.5 ________1 A5.4 ________ DRAFTSTOP INSTALLED ACCORDING TO IBC 708.4.2 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" BCDEG T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" F A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 1 A5.1 ________2 A5.1 ________ T.O. PARAPET 2 ELEV.35' -9 3/4"T.O. PARAPET1 ELEV.34' -8 5/8" 1 A5.2 ________2 A5.2 ________ DRAFTSTOP INSTALLED ACCORDING TO IBC 708.4.2 CITY 05/10/22 1 FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 1 HOUR FIRE 55 TO 59 STC SOUND 60 TO 74 IIC SOUND 1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I-JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3267 1 HOUR FIRE 50 TO 54 STC SOUND 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM SHEATHING WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3116 1 HOUR FIRE 55 TO 59 STC SOUND TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 1" AIR SPACE 5/8" TYPE X GYPSUM WALL BOARD WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3247 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 AND GA FILE NO. WP 3247 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 AND GA FILE NO. WP 3116 1 HOUR FIRE 1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I-JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING 1/2" RESILIENT CHANNELS 1/2" RESILIENT CHANNELS FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 1 HOUR FIRE 55 TO 59 STC SOUND 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD FIBERGLASS BATT INSULATION FIREBLOCK IN ACCORDANCE WITH IBC 718.2.1.1 AND 718.2.1.5 FIBERGLASS BATT INSULATION FIREBLOCK IN ACCORDANCE WITH IBC 718.2.1.2 AND 718.2.1.5 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 UNIT 102 - RESIDENTIAL 200 GROSS 926 SQ FT GROSS 5 OCCUPANTS 7 EXIT NUMBER OF OCCUPANTS ALTERNATE EXIT ROUTE FUNCTION OF SPACE (IBC TABLE 1004.1.2) AREA OF OCCUPANCY (SQUARE FEET) NUMBER OF OCCUPANTS (AREA/OCC. LOAD FACTOR) OCCUPANCY LOAD FACTOR (IBC TABLE 1004.1.2) ROOM NAME AND NUMBER FIRE EXTINGUISHER NUMBER OF OCCUPANTS FROM ADJACENT STORY EXIT ACCESS TRAVEL PATH EXIT ACCESS TRAVEL PATH FROM ADJACENT STORY 42 FIRE-RESISTANT-RATED CONSTRUCTION ASSEMBLY AND REFERENCE NUMBER FE 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 4 8 A M CR1.4 CODE REVIEW SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"CR1.4 1 CODE REVIEW BUILDING SECTION B 1/8" = 1'-0"CR1.4 2 CODE REVIEW BUILDING SECTION F FIRE-RATED ASSEMBLIESCODE REVIEW PLAN LEGEND NFPA 13R SPRINKLER SYSTEM THIS PROJECT SHALL BE EQUIPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R. no. description date 1 CITY REVIEW 05/10/22 BCD 1 5 3 A 2 4 LIVING 102A KITCHEN 102B HALL 102C LIVING 104A KITCHEN 104B LAUNDRY 102D BATHROOM 1 102K HALL 104C LAUNDRY 104D M. BATHROOM 104F M. BEDROOM 104E M. CLOSET 104G M. BEDROOM 102E M. CLOSET 102G CLOSET 1 102M BEDROOM 1 102L MECH. 104J MECH 102J M. SHOWER 102H M. BATHROOM 102F M. SHOWER 104H UNIT 2 102 UNIT 1 104 FIGURE 611.2 FIGURE 304.3.1.1 FIGURE 404.2.3.2(A) FIGURE 404.2.3.2(H) FIGURE 404.2.3.2(A) FI G U R E 1 1 0 3 . 1 1 . 2 . 5 . 1 ( A ) FIGURE 1103.11.2.5.1(A) FIGURE 1103.11.2.4(C) FI G U R E 1 1 0 3 . 1 1 . 2 . 4 ( C ) FI G U R E 3 0 6 . 3 FIGURE 404.2.3.2(G) FIGURE 306.3 FIGURE 404.2.3.2(H) FIGURE 404.2.3.2(F) FIGURE 611.2 FI G U R E 4 0 4 . 2 . 3 . 2 ( A ) FI G U R E 3 0 4 . 3 . 2 . 1 ( A ) FIGURE 304.3.2.1 WO R K SU R F A C E WO R K SU R F A C E FI G U R E 3 0 4 . 3 . 2 . 1 ( A ) FIGURE 404.2.3.2(F) FI G U R E 4 0 4 . 2 . 3 . 2 ( F ) FI G U R E 4 0 4 . 2 . 3 . 2 ( G ) FIGURE 304.3.2.1(A) EG 1 5 3 F 2 4 LIVING 108A KITCHEN 108B HALL 108C LAUNDRY 108D BATHROOM 1 108K BEDROOM 2 108N CLOSET 2 108P BEDROOM 1 108L CLOSET 1 108M M. SHOWER 108H M. BATHROOM 108F M. BEDROOM 108E M. CLOSET 108G UNIT 3 108 FIGURE 304.3.1.1 FIGURE 1103.11.2.4(C) FIGURE 304.3.2.1 FIGURE 404.2.3.2(H) FIGURE 1103.11.2.5.1(A) FI G U R E 4 0 4 . 2 . 3 . 2 ( F ) FI G U R E 6 1 1 . 2 FIGURE 404.2.3.2(B) FIGURE 404.2.3.2(A) FIGURE 404.2.3.2(A) FI G U R E 3 0 4 . 3 . 2 . 1 ( A ) WO R K SU R F A C E FI G U R E 4 0 4 . 2 . 3 . 2 ( F ) 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 5 0 A M CR1.5 CODE REVIEW TYPE A UNIT FLOOR PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"CR1.5 1 CODE REVIEW 1ST FLOOR UNIT 1 AND 2 PLAN 1/4" = 1'-0"CR1.5 2 CODE REVIEW 1ST FLOOR UNIT 3 PLAN no. description date 1 CITY REVIEW 05/10/22 ACCESSIBILITY - ICC A117.1-2017 SECTION 403.5.1 CLEAR WIDTH GENERAL. THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES MINIMUM. THE CLEAR WIDTH OF AN EXTERIOR ACCESSIBLE ROUTE SHALL BE 48 INCHES MINIMUM. SECTION 404.2.2 DOORS CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MINIMUM. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. ICC A117.1TYPE A UNITS (CONTINUED) 1103.11.2 GENERAL AT LEAST ONE TOILET AND BATHING FACILITY SHALL COMPLY WITH SECTION 1103.11.2. AT LEAST ONE LAVATORY, ONE WATER CLOSET AND EITHER A BATHTUB OR SHOWER WITHIN THE UNIT SHALL COMPLY WITH SECTION 1103.11.2. THE ACCESSIBLE TOILET AND BATHING FIXTURES SHALL BE IN A SINGLE TOILET/BATHING AREA, SUCH THAT TRAVEL BETWEEN FIXTURES DOES NOT REQUIRE TRAVEL THROUGH OTHER PARTS OF THE UNIT. 1103.11.2.1 DOORS DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE. 1103.11.2.2 LAVATORY LAVATORIES SHALL COMPLY WITH SECTION 606. 1103.11.2.3 MIRRORS MIRRORS ABOVE LAVATORIES REQUIRED TO COMPLY WITH SECTION 1103.11.2.2 SHALL HAVE THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FLOOR. 1103.11.2.4 WATER CLOSET WATER CLOSETS SHALL COMPLY WITH SECTION 1103.11.2.4. 1103.11.2.4.4 CLEARANCE OVERLAP THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, PAPER DISPENSERS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE REQUIRED AT OTHER FIXTURES, AND THE WHEELCHAIR TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. 1103.11.2.5 BATHING FIXTURES THE ACCESSIBLE BATHING FIXTURE SHALL BE A BATHTUB COMPLYING WITH SECTION 1103.11.2.5.1 OR A SHOWER COMPARTMENT COMPLYING WITH SECTION 1103.11.2.5.2. 1103.12 KITCHENS AND KITCHENETTES KITCHENS AND KITCHENETTES SHALL COMPLY WITH SECTION 1103.12. 1103.12.1 CLEARANCE CLEARANCE COMPLYING WITH SECTION 1103.12.1 SHALL BE PROVIDED. 1103.12.1.1 MINIMUM CLEARANCE CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES (1015MM) MINIMUM. 1103.12.1.2 U-SHAPED KITCHENS IN KITCHENS WITH COUNTERS, APPLIANCES, OR CABINETS ON THREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 60 INCHES (1525 MM) MINIMUM. 1103.12.3 WORK SURFACE AT LEAST ONE SECTION OF COUNTER SHALL PROVIDE A WORK SURFACE 30 INCHES (760 MM) MINIMUM IN LENGTH COMPLYING WITH SECTION 1103.12.3. ICC A117.1TYPE B UNITS (CONTINUED) 1104.5.1 PRIMARY ENTRANCE DOOR THE PRIMARY ENTRANCE DOOR TO THE UNIT SHALL COMPLY WITH SECTION 404. 1104.5.2 USER PASSAGE DOORWAYS DOORWAYS INTENDED FOR USER PASSAGE SHALL COMPLY WITH SECTION 1104.5.2. 1104.5.2.1 CLEAR WIDTH DOORWAYS SHALL HAVE A CLEAR OPENING OF 313/4 INCHES (805 MM) MINIMUM. CLEAR OPENING OF SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. 1104.10 LAUNDRY EQUIPMENT WASHING MACHINES AND CLOTHES DRYERS SHALL COMPLY WITH SECTION 1104.10. 1104.10.1 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3, SHALL BE PROVIDED. A PARALLEL APPROACH SHALL BE PROVIDED FOR A TOP LOADING MACHINE. A FORWARD OR PARALLEL APPROACH SHALL BE PROVIDED FOR A FRONT LOADING MACHINE. 1104.11 TOILET AND BATHING FACILITIES TOILET AND BATHING FIXTURES SHALL COMPLY WITH SECTION 1104.11. EXCEPTION:FIXTURES ON LEVELS NOT REQUIRED TO BE ACCESSIBLE. 1104.11.1 GRAB BAR AND SHOWER SEAT REINFORCEMENT REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS. WHERE WALLS ARE LOCATED TO PERMIT THE INSTALLATION OF GRAB BARS AND SEATS COMPLYING WITH SECTION 604.5 AT WATER CLOSETS; GRAB BARS COMPLYING WITH SECTION 607.4 AT BATHTUBS; AND FOR GRAB BARS AND SHOWER SEATS COMPLYING WITH SECTIONS, 608.3, 608.2.1.3, 608.2.2.3 AND 608.2.3.2 AT SHOWER COMPARTMENTS; REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SEATS COMPLYING WITH THOSE REQUIREMENTS. 1104.11.2 CLEAR FLOOR SPACE CLEAR FLOOR SPACES REQUIRED BY SECTION 1104.11.3.1 (OPTION A) OR 1104.11.3.2 (OPTION B) SHALL COMPLY WITH SECTIONS 1104.11.2 AND 1104.1.1. 1104.11.2.1 DOORS DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE. 1104.11.3 TOILET AND BATHING AREAS EITHER ALL TOILET AND BATHING AREAS PROVIDED SHALL COMPLY WITH SECTION 1104.11.3.1 (OPTION A), OR ONE TOILET AND BATHING AREA SHALL COMPLY WITH SECTION 1104.11.3.2 (OPTION B). 1104.12 KITCHENS AND KITCHENETTES KITCHENS AND KITCHENETTES SHALL COMPLY WITH SECTION 1104.12. 1104.12.1 CLEARANCE CLEARANCE COMPLYING WITH SECTION 1104.12.1 SHALL BE PROVIDED. ICC A117.1 1104.12.1.1 MINIMUM CLEARANCE CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES (1015MM) MINIMUM. 1104.12.1.2 U-SHAPED KITCHENS IN KITCHENS WITH COUNTERS, APPLIANCES, OR CABINETS ON THREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 60 INCHES (1525 MM) MINIMUM. 1104.12.2 CLEAR FLOOR SPACE CLEAR FLOOR SPACE AT APPLIANCES SHALL COMPLY WITH SECTIONS 1104.12.2 AND 305.3. 1104.12.2.1 SINK A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL APPROACH TO THE SINK, SHALL BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE SINK BOWL. EXCEPTION:A SINK WITH A FORWARD APPROACH COMPLYING WITH SECTION 1003.12.4.1. 1104.12.2.2 DISHWASHER A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE DISHWASHER, SHALL BE PROVIDED. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER. 1104.12.2.3 COOKTOP COOKTOPS SHALL COMPLY WITH SECTION 1104.12.2.3. 1104.12.2.3.1 APPROACH A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE COOKTOP, SHALL BE PROVIDED. 1104.12.2.3.2 FORWARD APPROACH WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE UNDERSIDE OF THE COOKTOP SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PREVENT BURNS, ABRASIONS, OR ELECTRICAL SHOCK. 1104.12.2.3.3 PARALLEL APPROACH WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH, THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE APPLIANCE. 1104.12.2.4 OVEN A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH ADJACENT TO THE OVEN SHALL BE PROVIDED. THE OVEN DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE OVEN. 1104.12.2.5 REFRIGERATOR/FREEZER A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL APPROACH TO THE REFRIGERATOR/FREEZER, SHALL BE PROVIDED. THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24 INCHES (610 MM) MAXIMUM FROM THE CENTERLINE OF THE APPLIANCE. 1103.12.3.1 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE, POSITIONED FOR A FORWARD APPROACH TO THE WORK SURFACE, SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE WORK SURFACE. EXCEPTION:CABINETRY SHALL BE PERMITTED UNDER THE WORK SURFACE, PROVIDED THE FOLLOWING CRITERIA ARE MET: THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE WORK SURFACE, 1. THE FLOOR FINISH EXTENDS UNDER THE CABINETRY, AND 2. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 1103.12.3.2 HEIGHT THE WORK SURFACE SHALL BE 34 INCHES (865 MM) MAXIMUM ABOVE THE FLOOR. 1103.12.4 SINK THE SINK SHALL COMPLY WITH SECTION 1103.12.4. 1103.12.4.1 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE, POSITIONED FOR A FORWARD APPROACH TO THE SINK, SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. EXCEPTIONS: THE REQUIREMENT FOR KNEE AND TOE CLEARANCE SHALL NOT APPLY TO MORE THAN ONE BOWL OF A MULTI-BOWL SINK. 1. CABINETRY SHALL BE PERMITTED TO BE ADDED UNDER THE SINK, PROVIDED THE FOLLOWING CRITERIA ARE MET: 2.1THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, 2.2THE FLOOR FINISH EXTENDS UNDER THE CABINETRY, AND 2.3THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 1103.12.4.2 HEIGHT THE FRONT OF THE SINK SHALL BE 34 INCHES (865 MM) MAXIMUM ABOVE THE FLOOR, MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE. ACCESSIBILITY TYPE A UNITS SECTION 1103 TYPE A UNITS 1103.3 ACCESSIBLE ROUTE ACCESSIBLE ROUTES WITHIN TYPE A UNITS SHALL COMPLY WITH SECTION 1103.3. 1103.3.1 LOCATION AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS THAT ARE A PART OF THE UNIT. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS A GENERAL CIRCULATION PATH. 1103.3.2 TURNING SPACE ALL ROOMS SERVED BY AN ACCESSIBLE ROUTE SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. EXCEPTIONS: A TURNING SPACE IS NOT REQUIRED IN TOILET ROOMS AND BATHROOMS THAT ARE NOT REQUIRED TO COMPLY WITH SECTION 1103.11.2. 1. A TURNING SPACE IS NOT REQUIRED WITHIN CLOSETS OR PANTRIES THAT ARE 48 INCHES (1220 MM) MAXIMUM IN DEPTH. 1103.5 DOORS AND DOORWAYS THE PRIMARY ENTRANCE DOOR TO THE UNIT, AND ALL OTHER DOORWAYS INTENDED FOR USER PASSAGE, SHALL COMPLY WITH SECTION 404. EXCEPTIONS: 1. THRESHOLDS AT EXTERIOR SLIDING DOORS SHALL BE PERMITTED TO BE 3/4 INCH (19 MM) MAXIMUM IN HEIGHT, PROVIDED THEY ARE BEVELED WITH A SLOPE NOT GREATER THAN 1:2. SECTION 1103.11 TOILET AND BATHING FACILITIES. AT LEAST ONE TOILET AND BATHING FACILITY SHALL COMPLY WITH SECTION 1103.11.2. ALL TOILET AND BATHING FACILITES SHALL COMPLY WITH SECTION 1103.11.1. 1103.11.1 GRAB BAR AND SHOWER SEAT REINFORCEMENT REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS COMPLYING WITH SECTION 604.5 AT WATER CLOSETS; GRAB BARS COMPLYING WITH SECTION 607.4 AT BATHTUBS; AND FOR GRAB BARS AND SHOWER SEATS COMPLYING WITH SECTIONS 608.3, 608.2.1.3, 608.2.2.3 AND 608.2.3.2 AT SHOWER COMPARTMENTS. ICC A117.1 TYPE A UNITS (CONTINUED)ICC A117.1 ACCESSIBILITY TYPE B UNITS 1104 TYPE B UNITS 1104.3 ACCESSIBLE ROUTE ACCESSIBLE ROUTES WITHIN TYPE B UNITS SHALL COMPLY WITH SECTION 1104.3. 1104.3.1 LOCATION AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS THAT ARE A PART OF THE UNIT. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS A GENERAL CIRCULATION PATH. 1104.5 DOORS AND DOORWAYS DOORS AND DOORWAYS SHALL COMPLY WITH SECTION 1104.5. ICC A117.1 TYPE B UNITS (CONTINUED)ICC A117.1 CITY 05/10/22 1 MIN 11" MI N 9" MI N 27 " MIN 8" MI N 30 " MAX 25" FIGURE 306.3(A) KNEE CLEARANCE -ELEVATION FIGURE 306.3(B) KNEE CLEARANCE -PLAN MI N 15 " MA X 48 " FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH MA X 48 " MAX 10" FIGURE 308.3.2(A) OBSTRUCTED HIGH SIDE REACH FIGURE 308.3.2(B) OBSTRUCTED HIGH SIDE REACH MA X 34 " MAX > 10"-24" MA X 46 " MAX 20" 48 " M A X MAX >20" - 25" 44 " M A X (A)(B) FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH MI N 15 " MAX 10" MA X 48 " FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH 15"-16" FIGURE 610.2(A) BATHTUB SEATS REMOVABLE IN-TUB SEATS FIGURE 610.2(B) BATHTUB SEATS SEAT PROVIDED AT HEAD END OF TUB 17 " - 1 9 " 15" MIN 17 " - 1 9 " BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L 52" MIN 30 " M I N FIGURE 305.3.1 SIZE OF CLEAR FLOOR SPACE -NEW BUILDING 67" MIN10 " M A X FIGURE 304.3.1.1 CIRCULAR TURNING SPACE -NEW BUILDINGS SIZE AND OVERLAP FIGURE 304.3.2.1 T-SHAPED TURNING SPACE -NEW BUILDINGS MIN 16"36" MIN MIN 16" 68" MIN 36 " M I N 24 " M I N 60 " M I N 8" 8" MIN 11"42" MIN MIN 11" 64" MIN 38 " M I N 22 " M I N 60 " M I N FIGURE 404.2.3.2(F) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS HINGE APPROACH -PUSH SIDE * 48" MIN IF BOTH CLOSER AND LATCH PROVIDED42 " M I N * 22" MIN FIGURE 404.2.3.2(H) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS LATCH APPROACH -PUSH SIDE * 48" MIN IF BOTH CLOSER AND LATCH PROVIDED42 " M I N * 24" MIN FIGURE 404.2.3.2(A) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS FRONT APPROACH -PULL SIDE 60 " M I N 18" MIN FIGURE 404.2.3.2(F) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS FRONT APPROACH -PUSH SIDE * IF BOTH CLOSER AND LATCH PROVIDED52 " M I N 12" MIN* FIGURE 404.2.3.2(G) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS LATCH APPROACH -PULL SIDE * 54" MIN IF BOTH CLOSER AND LATCH PROVIDED48 " M I N * 24" MIN 24"OFFSET 24 INCHES MAXIMUM FROM CENTER OF DOOR OPENING ℄ FIGURE 611.2(B) CLEAR FLOOR SPACE -FRONT LOADING ℄ NOTE: CABINETRY SHALL BE PERMITTED UNDER THE LAVATORY, PROVIDED THE FOLLOWING CRITERIA ARE MET: 1. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY; 2. THE FLOOR FINISH EXTENDS UNDER THE CABINETRY; AND 3. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. FIGURE 1103.11.2.4(C) WATER CLOSETS IN TYPE A UNITS -CLEARANCE WITH LAVATORY (OVERLAP EXCEPTIONS) ℄ 18" MIN 66 " M I N 60" MIN FIGURE 1103.11.2.5.1(A) CLEARANCE FOR BATHTUBS IN TYPE A UNITS WITH REMOVABLE SEATS BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L LENGTH OF BATHTUB AND SEAT12" 30 " M I N FIGURE 1103.11.2.5.1(A) CLEARANCE FOR BATHTUBS IN TYPE A UNITS WITH REMOVABLE SEATS BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L LENGTH OF BATH TUB 30 " M I N FIGURE 1103.11.2.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT IN TYPE A UNITS BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L 60" MIN 30 " M I N NOTE: LAVATORY PERMITTED PER SECTION 608.2.2 FIGURE 607.4.1 GRAB BARS FOR BATHTUBS WITH SEAT AT HEAD END OF TUB BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L 15" MAX12" MAX 4" M A X 24 " M I N 18 " M I N 3" - 6 " SE C T I O N 6 0 9 . 4 . 1 33 " - 3 6 " 8" - 1 0 " FIGURE 607.4.2 GRAB BARS FOR BATHTUBS WITH REMOVABLE SEATS BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L 24" MIN 24" MAX12" MAX 4" M A X 24 " M I N 18 " M I N 3" - 6 " SE C T I O N 6 0 9 . 4 . 1 33 " - 3 6 " 8" - 1 0 " MI N 12 " FIGURE 1103.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS EXCEPTION 60" MIN DW REF WORK SURFACE FIGURE 608.2.3.1 ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE SEAT WALL SI D E W A L L SI D E W A L L 60" MIN 24"-36" BACK WALL ℄ ℄ ℄ 36 " M I N FIGURE 608.3.3(A) GRAB BARS IN ALTERNATE ROLL- IN-TYPE SHOWER -ELEVATION SEAT WALL SI D E W A L L SI D E W A L L BACK WALL 6" M A X OF S E A T ED G E 6" MAX 6" MAX SE C T I O N 6 0 9 . 4 . 1 33 " - 3 6 " 6"48"6" FIGURE 608.3.3(B) GRAB BARS IN ALTERNATE ROLL- IN-TYPE SHOWER -PLAN BACK WALL FIGURE 608.4.3 ALTERNATE ROLL-IN-TYPE SHOWER CONTROLS AND HAND SHOWER LOCATION -ELEVATIONS 38 " M I N 16" MIN SIDE WALL 38 " M I N 15" BACK WALL 48 " M A X 27" MAX ℄SHOWER SEAT 48 " M A X FIGURE 608.4.3(A) END WALL -ELEVATION FIGURE 608.4.3(B) CONTROL WALL -ELEVATION FIGURE 404.2.3.3(D) MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS -STOP OR LATCH APPROACH 42 " M I N 32" MIN 24" MIN FIGURE 404.2.3.3(C) MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS -POCKET OR HINGE APPROACH 42 " M I N 32" MIN22" MIN 48" MIN 30 " M I N FIGURE 1104.1.1 CLEAR FLOOR SPACE FOR TYPE B UNITS FIGURE 1104.9 REACH OVER A KITCHEN OR BATHROOM CABINET (TYPE B UNIT) 36 " M A X > 10"-25 1/2" 46 " M A X CLEAR FLOOR SPACE FIGURE 1104.11.3.1.1 LAVATORY IN TYPE B UNITS -OPTION A BATHROOMS 24" MIN ℄ FIGURE 1104.11.3.1.2(B) CLEARANCE AT WATER CLOSETS IN TYPE B UNITS CLEARANCE WIDTH AND DEPTH ℄ 16"-18" 48" MIN 56 " M I N NOTE: A VANITY OR OTHER OBSTRUCTION 24 INCHES MAXIMUM IN DEPTH, MEASURED PERPENDICULAR FROM THE REAR WALL, SHALL BE PERMITTED TO OVERLAP THE REQUIRED CLEARANCE, PROVIDED THE WIDTH OF THE REMAINING CLEARANCE AT THE WATER CLOSET IS 33 INCHES MINIMUM. FIGURE 1104.11.3.1.2(D) CLEARANCE AT WATER CLOSETS IN TYPE B UNITS CLEARANCE WITH LAVATORY OVERLAP ℄ 24 " M A X 33" MIN 16"-18" FIGURE 1104.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS OPTION A BATHROOM BACK WALL CO N T R O L EN D W A L L HE A D E N D WA L L 60" MIN 48 " M I N 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 5 2 A M CR1.6 ICC A117.1-2017 FIGURES 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"CR1.6 4 FIGURE 306.3 1/4" = 1'-0"CR1.6 5 FIGURE 308.2.1 1/4" = 1'-0"CR1.6 8 FIGURE 308.3.2 1/4" = 1'-0"CR1.6 6 FIGURE 308.2.2 1/4" = 1'-0"CR1.6 7 FIGURE 308.3.1 1/4" = 1'-0"CR1.6 20 FIGURE 610.2 1/4" = 1'-0"CR1.6 3 FIGURE 305.3.1 1/4" = 1'-0"CR1.6 1 FIGURE 304.3.1.1 1/4" = 1'-0"CR1.6 2 FIGURE 304.3.2.1 1/4" = 1'-0"CR1.6 11 FIGURE 404.2.3.2(F) 1/4" = 1'-0"CR1.6 13 FIGURE 404.2.3.2(H) 1/4" = 1'-0"CR1.6 9 FIGURE 404.2.3.2(A) 1/4" = 1'-0"CR1.6 10 FIGURE 404.2.3.2(B) 1/4" = 1'-0"CR1.6 12 FIGURE 404.2.3.2(G) 1/4" = 1'-0"CR1.6 21 FIGURE 611.2 1/4" = 1'-0"CR1.6 22 FIGURE 1103.11.2.4(C) 1/4" = 1'-0"CR1.6 23 FIGURE 1103.11.2.5.1 1/4" = 1'-0"CR1.6 24 FIGURE 1103.11.2.5.2 1/4" = 1'-0"CR1.6 15 FIGURE 607.4.1 1/4" = 1'-0"CR1.6 16 FIGURE 607.4.2 1/4" = 1'-0"CR1.6 25 FIGURE 1103.12.1.2 1/4" = 1'-0"CR1.6 17 FIGURE 608.2.3.1 1/4" = 1'-0"CR1.6 18 FIGURE 608.3.3 1/4" = 1'-0"CR1.6 19 FIGURE 608.4.3 1/4" = 1'-0"CR1.6 14 FIGURE 404.2.3.3 1/4" = 1'-0"CR1.6 26 FIGURE 1104.1.1 1/4" = 1'-0"CR1.6 27 FIGURE 1104.9 1/4" = 1'-0"CR1.6 28 FIGURE 1104.11.3.1.1 1/4" = 1'-0"CR1.6 29 FIGURE 1104.11.3.1.2(B) 1/4" = 1'-0"CR1.6 30 FIGURE 1104.11.3.1.2(D) 1/4" = 1'-0"CR1.6 31 FIGURE 1104.11.3.1.3.2 no. description date 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 5 4 A M CR1.7 COMCHECK 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no. description date UP UP 1 A5.3 ________1 A5.3 ________ B B C C D D E E G G 1 1 ________1 A3.2 ________2 A3.1 ________1 A3.1 5 5 6 6 10 10 UNIT 2 102 TYPE A 105'-0" 11'-0"27'-0"17'-0"17'-0"27'-0"6'-0" 3 3 F F 7 7 A A 105'-0" 2 2 9 9 4 4 ________1 A1.4 ________2 A1.4 ________2 A3.2 78 ' - 0 " 11'-0"27'-0"17'-0"17'-0"27'-0"6'-0" 78 ' - 0 " 4' - 0 " 29 ' - 6 " 3' - 0 " 5' - 0 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 4' - 0 " 29 ' - 6 " 3' - 0 " 5' - 0 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " UNIT 1 106 TYPE B UNIT 1 104 TYPE A UNIT 3 108 TYPE A UNIT 2 101 TYPE B UNIT 1 105 TYPE B UNIT 1 103 TYPE B UNIT 2 107 TYPE B 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 2 A5.1 ________ 8 8 2 A5.3 ________2 A5.3 ________ 1 A5.2 ________ 1 A5.2 ________ 2 A5.2 ________ 2 A5.2 ________ 2 A5.4 ________2 A5.4 ________ 1 A5.5 ________1 A5.5 ________ 1 A5.4 ________1 A5.4 ________ ________1 A9.1 ________4 A9.1 5'-0"2'-6"3'-6"7'-0"4'-6"5'-5"2'-5"8"10"4'-6"1'-8"3'-4"6'-0"4"7'-4"7'-4"4"6'-0"3'-4"1'-8"4'-6"10"8"2'-5"5'-5"4'-6"7'-0"3'-6"2'-6" WO R K SU R F A C E WO R K SU R F A C E WO R K SU R F A C E WO R K SU R F A C E WO R K SU R F A C E WO R K SU R F A C E WO R K SU R F A C E WO R K SU R F A C E 102A 102B 102C 104A104B 102D102K 108A 108B 108C 108D 108K 104C 104D 104F 104E 104G 102E102G 102M102L 104J 102J 104H 102H 102F 108N108P108L 108M 108H108F 108E 108G 106A 106B 106C 106D 106E 106F 106G 106H 106J 101A101B 101C 101D 101E 101F 101H 101G101J 101K 101L 101M 103A103B 103C 103D103F 103E 103H 103G 103J 105A 105B 105C105D 105E 105F 105G 105H 105J 107A 107B 107C107D 107E 107F 107G 107H 107J 107K 107L 107M 033000.60 033000.60 033000.60033000.60 033000.60 033000.60033000.60 033000.60 033000.60 033000.60 033000.60 096466.01 096466.01 096466.01 096466.01 096466.02 096466.02 096466.02096466.02 096466.01 096466.01096466.01 096466.02 096466.01 096466.02 096466.01 096466.02 096466.01 096466.01 096466.01 096466.02 096466.01 096466.02 096466.01 096466.02 096466.01096466.01 096466.01 096466.02 096466.02096466.02 096466.01 096466.01 096466.02 096466.01 096466.02 096466.01 096466.01 105 102 108J 103 101104 E1 102 E2 E3E4 E5 E6 E7 E8 E9 E10 E11 E12 B BB BB B B B K Ll M G J Ff EE Ff JJ EE Ff N K L J P MFf G Ee K LEeFf G J EE Ff J J EE Ff J G EeL K Ff 105 104 101 Ee MM 6" 3'-0"3'-0" E1 E1E2 E2 E2 E2 E1E2 E4 E3 E4 E4 E5 E4 E1 E4 E2 E4E3 E2E1 E1 E1 E1 E2 E3 E4 E2E1 E4E1E4 E4 E5 E2 E2 E4 E3 E2 E1 E2 E1 E1 E2 E3 E2 E1 E4 E4 E1 E4 E4 E1E4 E4 E2 E4 E3 E2 E1 C CC C D C C C CE1 E1 E1 E2 E3 E4 E2 E1 E4 E1 E4 E4 E2 E2 W1 W2 W1 W2W2 W2 E2W3 W4W2 W5 W4W2W4W2W4 W2W2 W1W1 W3 W2 W2 W4 W2 W4 W2 W4 W2 W4 W3 W5 W3 W1 W1 W1 W1 W1 W3 W3 W3 W1 W1 W1 W5 W1W3 W1 W3 W1 W3 W5W5 W3W3 W5 W3 W1 W3 W1 W5 W1 W5 W1 W1W1 W1 W3 W3 W3 W1 W1 W1 W1 W3 W3W3 W5W5 W3 W3W1 W1 W1 W5 W1 W1 W1 W3W3 W5W5 W3 W1W3 W1 W3 W1 W3 W5W5 W3 W1 W3 W1 W3 W1 W5 W5W1 W1 W1 W1 W3 W3 W2 W3 W3 W1 220000 230000.01 230000 230000230000 230000 230000230000230000 230000 104416 E1 W1 E4 E5 W2E2 W3 W4 GA FILE NO. WP 3267 1 HOUR FIRE -50 TO 54 STC SOUND 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS AIR GAP METAL PANEL SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS ENGINEERED WOOD SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH 2" RIGID INSULATION ENGINEERED WOOD SIDING EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS SHEATHING EACH SIDE -SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD E3 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS STUCCO FINISH W5 GA FILE NO. WP 3116 1 HOUR FIRE -55 TO 59 STC SOUND 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 2" CONTINUOUS AIR SPACE 5/8" GYPSUM WALL BOARD GA FILE NO. WP 3247 1 HOUR FIRE 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 5/ 1 0 / 2 0 2 2 9 : 5 6 : 4 8 A M A1.1 1ST FLOOR PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE. 4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS. 5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 11. SEE A11 SERIES FOR REFLECTED CEILING PLANS. GENERAL NOTES 1/8" = 1'-0"A1.1 1 1ST FLOOR PLAN KEYED NOTES 033000.60 CONCRETE FLOOR FINISH 096466.01 LAMINATE WOOD FLOORING 096466.02 CARPET FLOORING 104416 FIRE EXTINGUISHER & CABINET 220000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 230000.01 GAS PIPE COVER - PROVIDE LOCK WALL TYPES no. description date DN DNUPUP 1 A5.3 ________1 A5.3 ________ B B C C D D E E G G 1 1 ________1 A3.2 ________2 A3.1 ________1 A3.1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 ________2 A3.2 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 2 A5.1 ________ 8 8 2 A5.3 ________2 A5.3 ________ UNIT 2 202 UNIT 1 206 UNIT 1 204 UNIT 3 208 UNIT 2 201 UNIT 1 205 UNIT1 203 UNIT 2 207 ________1 A1.5 ________2 A1.5 1 A5.2 ________ 1 A5.2 ________ 2 A5.2 ________ 2 A5.2 ________ 2 A5.4 ________2 A5.4 ________ 1 A5.5 ________1 A5.5 ________ 1 A5.4 ________1 A5.4 ________ ________2 A9.1 ________5 A9.1 202A202B 202C 202D 202E 202F 202G 202H 202J 202K 202L 202M 204A204B 204C 204D 204E 204F 204G 204H 204J 208A 208B 208C208D 208E 208F 208G 208H 208J 208K 208L 208M 208N 208P 206A 206B 206C206D 206E 206F 206G 206H 206J 201A201B 201C 201D 201E 201F 201G 201H 201J 201K 203A203B 203C 203D 203E 203F 203G 203H 203J 205A 205B 205C205D 205E 205F 205G 205H 205J 207A 207B 207C207D 207E 207F 207G 207H 207J 207K 207L 207M096466.02 096466.01 096466.02 096466.01 096466.01 096466.01 096466.02 096466.01 096466.01 096466.02 096466.01 096466.01 096466.02 096466.01 096466.02 096466.01 096466.01 033000.60 033000.60033000.60 033000.60 033000.60 033000.60 033000.60 033000.60 033000.60 096466.01 033000.60 096466.01 033000.60 096466.01 096466.02 096466.02 096466.02 096466.01 096466.02 096466.02 096466.01 096466.02 096466.01 096466.02 096466.01 096466.01 096466.01 201L 201M 201 202 203 E13 E14E15 E16 E17 E18 E19 E20 E21 105'-0" 11'-0"27'-0"17'-0"17'-0"27'-0"6'-0" 105'-0" 78 ' - 0 " 11'-0"27'-0"17'-0"17'-0"27'-0"6'-0" 78 ' - 0 " 4' - 0 " 29 ' - 6 " 3' - 0 " 5' - 0 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 4' - 0 " 29 ' - 6 " 3' - 0 " 5' - 0 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 5'-0"2'-6"3'-6"7'-0"4'-6"5'-4 1/2"2'-5" 8 1/2"10" 4'-6"1'-8"3'-4"6'-0"4"4'-3 1/2" 2'-5" 7 1/2" 7 1/2" 2'-5"4'-3 1/2"4"6'-0"3'-4"1'-8"4'-6" 10"8 1/2" 2'-5"5'-4 1/2"0"4'-6"7'-0"3'-6"2'-6" 201 B BB BB BB B 203 F K L E G J M EE JJ FF EE N J P L M K E F F E L K G J M J EE F J EE J F L E K F J G M G A C CC C A D C C C C E1 E1E2 E2 E2 E2 E1E2 E4 E3 E4 E4 E1 E2 E4E3 E2E1 E1 E1 E1 E2 E3 E4 E2E1 E1 E4 E2 E2 E4 E3 E2 E1 E2 E1 E1 E2 E3 E2 E1 E4 E4 E1 E4 E1 E4 E2 E4 E3 E2 E1 E1 E1 E1 E2 E3 E4 E2 E1 E1 E4 E2 E2 W2 W1 W2W2 W2 E2W3 W4W2 W5 W4W2W4W2W4 W2W2 W1W2 W2 W2 W4 W2 W4 W2 W4 W2 W4 W3 W5 W3 W1 W1 W1 W1 W1 W3 W1 W1 W5 W1W1 W3 W1 W3 W5W5 W3W3 W5 W1 W3 W1 W5 W1 W5 W1 W1W1 W1 W3 W3 W3 W1 W1 W1 W3 W3W3 W5W5 W3 W1 W1 W1 W5 W1 W1 W1 W3W3 W5W5 W3 W1W1 W3 W1 W3 W5W5 W3 W1 W1 W3 W1 W5 W5W1 W1 W1 W1 W3 W3 W2 W1 W3 W3 W3 W1 W1 W1 W1 230000 230000230000 230000 230000230000230000230000 5'-4 1/2"4'-6"5'-4 1/2" 104416 E1 W1 E4 E5 W2E2 W3 W4 GA FILE NO. WP 3267 1 HOUR FIRE -50 TO 54 STC SOUND 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS AIR GAP METAL PANEL SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS ENGINEERED WOOD SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH 2" RIGID INSULATION ENGINEERED WOOD SIDING EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS SHEATHING EACH SIDE -SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD E3 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS STUCCO FINISH W5 GA FILE NO. WP 3116 1 HOUR FIRE -55 TO 59 STC SOUND 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 2" CONTINUOUS AIR SPACE 5/8" GYPSUM WALL BOARD GA FILE NO. WP 3247 1 HOUR FIRE 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 5/ 1 0 / 2 0 2 2 9 : 5 6 : 5 2 A M A1.2 2ND FLOOR PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A1.2 1 2ND FLOOR PLAN 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE. 4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS. 5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 11. SEE A11 SERIES FOR REFLECTED CEILING PLANS. GENERAL NOTES KEYED NOTES 033000.60 CONCRETE FLOOR FINISH 096466.01 LAMINATE WOOD FLOORING 096466.02 CARPET FLOORING 104416 FIRE EXTINGUISHER & CABINET 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL no. description date WALL TYPES DNDN 1 A5.3 ________1 A5.3 ________ B B C C D D E E G G 1 1 ________1 A3.2 ________2 A3.1 ________1 A3.1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 ________2 A3.2 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 2 A5.1 ________ 8 8 2 A5.3 ________2 A5.3 ________ UNIT 2 302 UNIT 1 306 UNIT 1 304 UNIT 3 308 UNIT 2 301 UNIT 1 305 UNIT 1 303 UNIT 2 307 ________1 A1.5 ________2 A1.5 1 A5.2 ________ 1 A5.2 ________ 2 A5.2 ________ 2 A5.2 ________ 2 A5.4 ________2 A5.4 ________ 1 A5.5 ________1 A5.5 ________ 1 A5.4 ________1 A5.4 ________302C 302D 302F 302H 302K 302L 302E 302G 302M 302J 302A302B304A 304C 304D 304E 304G306G306E 306F 304F 304B306B306A 306C306D 304J306J 308N 308J 308P 308M 308L 308G 308C 308D 308K 308E 308F 308A 308B 301A301B 301C 301D301K 301F 301H 301E 301G 301M 301J 301L303E 303G 303J305J 305G 303F305F 303C 303D 303A303B 305C305D 305E 307B 307A 307K 307C307D 307F 307E 307L 307H 307M 307G 307J 096466.02 096466.01 096466.02 096466.01 096466.01 096466.02 096466.01 096466.02 096466.01 096466.02 096466.01 096466.01 096466.02 096466.01 096466.01 033000.60 096466.01 033000.60 033000.60 096466.02 096466.01 096466.02 096466.01 096466.01 096466.02 096466.01 096466.01 096466.02 096466.01 096466.02 096466.01 033000.60 033000.60033000.60 033000.60 033000.60 033000.60 033000.60 305B305A 304H306H 308H 303H305H 301302 303 E22 E23E24 E25 E26 E28 E29 105'-0" 11'-0"27'-0"17'-0"17'-0"27'-0"6'-0" 105'-0" 78 ' - 0 " 11'-0"27'-0"17'-0"17'-0"27'-0"6'-0" 78 ' - 0 " 4' - 0 " 29 ' - 6 " 3' - 0 " 5' - 0 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 4' - 0 " 29 ' - 6 " 3' - 0 " 5' - 0 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 5'-0"2'-6"3'-6"7'-0"4'-6"5'-4 1/2"2'-5" 8 1/2" 10"4'-6"1'-8"3'-4"6'-0"4"4'-3 1/2"2'-5"7 1/2" 7 1/2" 2'-5"4'-3 1/2"4"6'-0"3'-4"1'-8"4'-6"10" 8 1/2" 2'-5"5'-4 1/2"4'-6"7'-0"3'-6"2'-6" 301 BB B B BB 303 B F EE JJ EE F K N L G P M J F EE27 E F G J M L K EE F F JJ EE EL M G J F K E30 A C CC C A D C C C C E1 E1E2 E2 E2 E2 E1E2 E4 E3 E4 E4 E1 E2 E4E3 E2E1 E1 E1 E1 E2 E3 E4 E2E1 E1 W3 E2 E2 E4 E3 E2 E1 E2 E1 E1 E2 E3 E2 E1 E1 E1 E1 E1 E1 E1 E2 E4 E3 E2 E1 E1 E1 E1 E2 E3 E4 E2 E1 E1 E4 E2 E2 W2 W1 W2W2 W2 E2W3 W4W2 W5 W4W2W4W2W4 W2W2 W1W2 W2 W2 W4 W2 W4 W2 W4 W2 W4 W3 W5 W3 W1 W1 W1 W1 W1 W3 W3 W1 W1 W5 W1W1 W3 W1 W3 W5W5 W3W3 W5 W1 W3 W1 W5 W1 W5 W1 W1W1W1 W3 W3 W3 W1 W1 W1 W3W3 W5W5 W3 W3W1 W1 W1 W5 W1 W1 W1 W3W3 W5W5 W3 W1W1 W3 W1 W3 W5W5 W3 W1 W1 W3 W1 W5 W5W1W1 W1 W1W3 W3 W2 W3 W1 W3 W1 W1W1 W1 W1 W3 230000 230000230000 230000 230000230000230000230000 104416 G M J EL K F B E1 W1 E4 E5 W2E2 W3 W4 GA FILE NO. WP 3267 1 HOUR FIRE -50 TO 54 STC SOUND 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS AIR GAP METAL PANEL SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS ENGINEERED WOOD SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH 2" RIGID INSULATION ENGINEERED WOOD SIDING EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS SHEATHING EACH SIDE -SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD E3 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R-21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS STUCCO FINISH W5 GA FILE NO. WP 3116 1 HOUR FIRE -55 TO 59 STC SOUND 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 2" CONTINUOUS AIR SPACE 5/8" GYPSUM WALL BOARD GA FILE NO. WP 3247 1 HOUR FIRE 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 5/ 1 0 / 2 0 2 2 9 : 5 6 : 5 5 A M A1.3 3RD FLOOR PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A1.3 1 3RD FLOOR PLAN 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE. 4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS. 5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 11. SEE A11 SERIES FOR REFLECTED CEILING PLANS. GENERAL NOTES KEYED NOTES 033000.60 CONCRETE FLOOR FINISH 096466.01 LAMINATE WOOD FLOORING 096466.02 CARPET FLOORING 104416 FIRE EXTINGUISHER & CABINET 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL no. description date WALL TYPES BCD 1 5 3 A 2 4 17'-0"27'-0"6'-0" 50'-0" 36 ' - 6 " 3' - 0 " 29 ' - 6 " 4' - 0 " 2' - 6 1 / 2 " 5 1 / 2 " 12 ' - 4 " 21 ' - 2 " LIVING 102A KITCHEN 102B HALL 102C LIVING 104A KITCHEN 104B LAUNDRY 102D BATHROOM 1 102K HALL 104C LAUNDRY 104D M. BATHROOM 104F M. BEDROOM 104E M. CLOSET 104G M. BEDROOM 102E M. CLOSET 102G CLOSET 1 102M BEDROOM 1 102L MECH. 104J MECH 102J M. SHOWER 102H M. BATHROOM 102F 1 A5.1 ________ 2 A5.3 ________ M. SHOWER 104H UNIT 2 102 TYPE A UNIT 1 104 TYPE A 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ 4 1/2"1" 1" 3 1/2" 3"2'-5"4'-3 1/2"4"6'-0"3'-4"1'-8"4'-6"10"8"2'-5"5'-5"4'-6"7'-0" A8.16 8 A8.12 A8.1 30A8.11 A8.112 A8.1 11A8.1 31 A8.1 15 A8.1 14 A8.1 29 113013.05 123661.19113013.07 224100.02 123661.19 113013.04 123661.19 064116 B K Ll Ee J G Ff M 123530 J EE Ff B 101 123623.33 096466.01 096466.02 096466.01 033000.60 096466.02 096466.01 096466.01 093013.03 230000 224100.04123661.19224100.05 224100.03 096466.02 096466.01 096466.02 096466.01 123530 113013.05 123530123530 093013.03 224100.04 224100.05 123661.19 224100.02 224100.03 113013.01 123661.19 113013.07 064116 123661.19 113013.04 064116 230000230000 123530 1 3 / 4 " 5 1 / 2 " 2' - 1 " 5 1 / 2 " 12 ' - 4 " 5 1 / 2 " 5' - 0 1 / 4 " 7 3 / 4 " 7" 2' - 0 1 / 2 " 2' - 4 " 3' - 3 1 / 2 " 3' - 3 1 / 2 " 3' - 0 1 / 2 " 5 1 / 2 " 8' - 8 1 / 4 " 3' - 7 " 3 1/2"1" 4 1/2" 2'-6 1/4"3'-0"3'-0"7'-9"3 1/2" 1"4 1/2" 10 1/4"3'-0"3'-6"19'-3 1/2"6'-0" 4 1/2"4 1/2"6'-11 1/2"6'-4 1/4"2'-11 1/4"4 1/2"4 1/2"10'-2 1/2"4'-10 1/2"3'-5 1/2"7'-7 1/2"3 1/2"2"3'-0 1/2"5 1/2"2'-6" 1'-5 1/2" 6' - 4 " 7' - 8 " 6' - 8 1 / 2 " 14 ' - 0 " 4' - 5 1 / 2 " 11 ' - 2 3 / 4 " 5' - 5 3 / 4 " 11'-1"6'-5 1/2" 2' - 8 1 / 4 " 2'-10 3/4"6'-0"8'-1 1/2"7'-8 3/4"25'-3 1/2" 16'-3" 2'-0 3/4"3'-5 1/2"1'-5 1/2"9'-3 1/2"9"10'-2 1/2"2'-4 3/4"2'-4 3/4"11'-2" 5' - 8 1 / 2 " 1' - 0 " 14 ' - 5 1 / 2 " 5'-6"10'-9" 14 ' - 1 0 1 / 2 " 4' - 8 1 / 2 " 3 1 / 2 " 2' - 7 1 / 4 " 3' - 4 3 / 4 " 2' - 6 1 / 4 " 3' - 2 1 / 4 " 5 1 / 2 " 3' - 6 1 / 2 " 5 1 / 2 " 11 ' - 8 1 / 2 " 50'-0" 7' - 7 1 / 4 " 15 ' - 4 " 11 ' - 0 " 5' - 1 0 1 / 2 " 4' - 3 1 / 2 " 36 ' - 6 " 123530 123530 E12 C CD E2 E4 E3 E2 E1E2W2 W3 W3 W3 W1 W3 W1 W1 W1 W5 W1 W1 W1 W5 W4 W2 W2W4W2 W5W5 W3 W3 W1W3 W1 W3 W3W5W5 W5 W5 E4 E4E1E4 E1 E2 E4 E3 E2 E1 E1 230000230000 104416 EG 1 5 3 F 2 4 38'-0" 11'-0"27'-0" 36 ' - 6 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 2' - 6 1 / 2 " 5 1 / 2 " 2' - 5 1 / 2 " 6' - 0 " 4' - 7 " 3' - 0 " 7' - 3 " 3' - 0 " 1' - 1 0 " 3' - 0 " 2' - 4 1 / 2 " LIVING 108A KITCHEN 108B HALL 108C LAUNDRY 108D BATHROOM 1 108K BEDROOM 2 108N CLOSET 2 108P BEDROOM 1 108L CLOSET 1 108M M. SHOWER 108H M. BATHROOM 108F M. BEDROOM 108E 2 A5.1 ________ 2 A5.3 ________ M. CLOSET 108G UNIT 3 108 1 A5.2 ________2 A5.2 ________ 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ 3'-4"6'-0"6'-8"4'-6"7'-5"2'-5"8"10"4'-6"1'-8" 1"4 1/2" A8.13 A8.1 68 A8.1 30 A8.1 29 B K N P J M L G Ff EeE9 113013.07123661.19 224100.02 064116 224100.03 123661.19 113013.04 123661.19 064116 123623.33 096466.01 096466.01 123530 113013.05 096466.01 123530 096466.02 230000 096466.02 096466.02 096466.01 093013.03 033000.60 033000.60 230000 240000 123530 123530123530 224100.04 224100.05 123661.19 123661.19 224100.04 224100.01 A8.1 16 A8.1 31 1 3 / 4 " 5 1 / 2 " 2' - 1 " 5 1 / 2 " 12 ' - 4 " 5' - 5 3 / 4 " 7 3 / 4 " 4' - 3 1 / 2 " 6' - 3 1 / 2 " 4' - 0 " 5 1 / 2 " 10 ' - 3 1 / 2 " 11 ' - 2 3 / 4 " 2' - 6 1 / 2 " 6' - 1 1 / 2 " 4' - 3 1 / 2 " 3' - 7 " 1' - 2 " 5' - 6 1 / 2 " 6' - 8 1 / 2 " 14 ' - 0 " 3'-9"2'-3"5 1/2"4'-6"9'-0"3'-4 1/2"4'-4 1/2"9'-11"4 1/2"4 1/2" 6'-5 1/2"31'-2" 19'-6" 12'-8"6'-3 1/2"6 1/2" 7'-2"2'-1 1/2"3'-4 1/2"6'-3 1/2"3'-6"2'-4 3/4"2'-4 3/4"9'-11" 12'-8" 12'-2 1/4"5'-8 1/4" 15 ' - 4 " 4' - 8 1 / 2 " 9 1 / 4 " 11 ' - 8 1 / 4 " 4' - 0 " 36 ' - 6 " 9'-9 1/2" 30'-3 1/2"5 1/2"2'-11 3/4"3'-0 1/4" 1'-2 1/4" 1"4 1/2" 30'-9"7'-3 1/4" 38'-0" 104 C CD W5W5 W1 W1 W1 W1 W1W1 W1 W1 W1 W3 W1 W1 W1 W1 W1 W3W3 W2 W2 W4 W5W5 E1 E2 E3 E2 E1 E4 E1 E4 E4 E4 E4 E1 E4E1 E4 E2 E4 E3 E2 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 5/ 1 0 / 2 0 2 2 9 : 5 6 : 5 8 A M A1.4 1ST FLOOR UNIT PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"A1.4 1 1ST FLOOR UNIT 1 AND 2 PLAN 1/4" = 1'-0"A1.4 2 1ST FLOOR UNIT 3 PLAN 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE. 4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS. 5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 11. SEE A11 SERIES FOR REFLECTED CEILING PLANS. GENERAL NOTESKEYED NOTES 033000.60 CONCRETE FLOOR FINISH 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 093013.03 CERAMIC TILING - SHOWER TILE 096466.01 LAMINATE WOOD FLOORING 096466.02 CARPET FLOORING 104416 FIRE EXTINGUISHER & CABINET 113013.01 RESIDENTIAL APPLIANCES - DISHWASHER 113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED IN FRONT OF STOVE TOP 113013.05 RESIDENTIAL APPLIANCES - WASHER DRYER COMBO 113013.07 RESIDENTIAL APPLIANCES - REFRIDGERATOR 123530 RESIDENTIAL CASEWORK 123623.33 WOOD COUNTERTOP MATERIAL - MOUNTED AND SUPPORTED AT BENCH HEIGHT 123661.19 QUARTS AGGLOMERATE COUNTERTOPS 224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB 224100.02 RESIDENTIAL PLUMBING FIXTURES - KITCHEN SINK 224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET 224100.04 RESIDENTIAL PLUMBING FIXTURES - BATHROOM SINK 224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 240000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING no. description date BCD 1 5 3 A 2 4 1 A5.1 ________ UNIT 2 202 UNIT 1 204 LIVING 202AKITCHEN 202B HALL 202C LAUNDRY 202D M. BEDROOM 202E M. BATHROOM 202F M. CLOSET 202G M. SHOWER 202H MECH 202J BATHROOM 1 202K BEDROOM 1 202L CLOSET 1 202M LIVING 204AKITCHEN 204B HALL 204C LAUNDRY 204D M. BEDROOM 204E M. BATHROOM 204F M. CLOSET 204G M. SHOWER 204H MECH 204J 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ A8.122 23 A8.19 A8.117 A8.1 16 A8.1 25 A8.1 29 A8.112 A8.1 31 113013.07 123661.19064116 224100.02 123661.19 224100.03 113013.04 113013.01 123661.19 064116 123623.33 096466.01 096466.01 096466.02 096466.01 096466.02 F E G J M L K EE F J B B 123530123530 240000 230000 230000 123530 096466.01 096466.01 113013.07 064116 113013.01 123661.19 224100.02 224100.03 123661.19 113013.04 123661.19 123530 123530 230000 123530 240000 230000 224100.04 123661.19 066113.10 224100.05 066113.10 123661.19 224100.04 224100.05 123530A8.1 4 A8.1 10 113013.06 123530 5 1 / 2 " 3' - 0 1 / 2 " 3' - 3 1 / 2 " 3' - 3 1 / 2 " 2' - 4 " 2' - 7 1 / 2 " 7 3 / 4 " 5' - 5 3 / 4 " 12 ' - 9 1 / 2 " 2' - 1 " 5 1 / 2 " 1 3 / 4 " 6' - 4 " 8' - 3 " 6' - 1 1 / 2 " 15 ' - 2 3 / 4 " 2' - 8 1 / 4 " 4' - 5 1 / 2 " 11 ' - 2 3 / 4 " 5' - 5 3 / 4 " 5'-3 3/4"1'-7 3/4"9'-3 1/2"9"10'-2 1/2"2'-4 3/4"2'-4 3/4"11'-2" 15 ' - 4 " 11 ' - 0 " 5' - 1 0 1 / 2 " 4' - 3 1 / 2 " 14 ' - 1 0 1 / 2 " 4' - 8 1 / 2 " 3 1 / 2 " 6' - 0 " 2' - 6 1 / 4 " 3' - 2 1 / 4 " 5 1 / 2 " 3' - 6 1 / 2 " 5 1 / 2 " 11 ' - 8 1 / 2 " 36 ' - 6 " 3 1/2"1" 4 1/2" 2'-6 1/4"3'-0"3'-0"7'-9"3 1/2" 1"4 1/2" 10 1/4"3'-0"3'-6"19'-3 1/2"6'-0" 2'-10 3/4"6'-0"8'-1 1/2"7'-8 3/4"25'-3 1/2" 50'-0" 4 1/2"4 1/2"5'-3 3/4"8'-0"2'-11 1/4"4 1/2"4 1/2"10'-2 1/2"4'-10 1/2"3'-5 1/2"7'-7 1/2"5 1/2"3'-6"2'-6" 4'-11 1/2"5'-11 3/4" 10'-11 1/4" 17'-0"27'-0"6'-0" 50'-0" 36 ' - 6 " 3' - 0 " 29 ' - 6 " 4' - 0 " 2' - 9 1 / 4 " 2 3 / 4 " 12 ' - 4 " 21 ' - 2 " 1" 3 1/2" 3"2'-5"4'-3 1/2"4"6'-0"3'-4"1'-8"4'-6"10" 8 1/2" 2'-5"5'-4 1/2"4'-6"7'-0" 5' - 8 1 / 2 " 1' - 0 " 14 ' - 5 1 / 2 " 11'-1"6'-5 1/2" 8' - 9 1 / 2 " 3' - 6 1 / 2 " E21 C CD E4 E3 E2 E1E2W2 W3 W1 W3 W1 W1 W1 W5 W1 W1 W1 W5 W4 W2 W2W4W2 W5W5 W3 W3 W1W1 W3 W3 W3W5W5 W5 W5 E4 E1 E2 E3 E2 E1 E1 E1 E4 E2 E2 E4 W3 230000230000 104416 EG 1 5 3 F 2 4 2 A5.3 ________ A8.1 UNIT 3 208 LIVING 208A KITCHEN 208B HALL 208C LAUNDRY 208D M. BEDROOM 208E M. BATHROOM 208F M. CLOSET 208G M. SHOWER 208H MECH 208J BATHROOM 1 208K BEDROOM 1 208L CLOSET 1 208M BEDROOM 2 208N CLOSET 2 208P 1 A5.2 ________2 A5.2 ________ 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ 13 A8.17 A8.1 29 066113.10 224100.04 123661.19 224100.05 096466.01 096466.02 123530123530 G EE18 F L N K J B 203 096466.02 096466.01 096466.02 096466.01 M 123530 P 230000 240000 230000 123530 224100.01123661.19 224100.04 224100.05 113013.07123661.19 064116 224100.02 123661.19 224100.03 113013.04 113013.01 123661.19 064116 123623.33 123530 A8.1 16 A8.1 31 A8.123 22 38'-0" 11'-0"27'-0" 36 ' - 6 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 2' - 6 1 / 2 " 5 1 / 2 " 2' - 5 1 / 2 " 6' - 0 " 4' - 7 1 / 2 " 3' - 0 " 7' - 2 1 / 2 " 3' - 0 " 3'-4"6'-0"6'-8"4'-6"7'-3"2'-8"7"10"4'-6"1'-8" 1 3 / 4 " 5 1 / 2 " 2' - 1 " 5 1 / 2 " 12 ' - 4 " 5' - 5 3 / 4 " 7 3 / 4 " 4' - 5 1 / 4 " 6' - 1 3 / 4 " 4' - 0 " 5 1 / 2 " 2' - 6 1 / 2 " 15 ' - 4 " 4' - 8 1 / 2 " 9 1 / 4 " 11 ' - 8 1 / 4 " 4' - 0 " 36 ' - 6 " 30'-2 3/4"6 1/4"2'-11 3/4"3'-0 1/4" 1'-2 1/4" 1"4 1/2" 30'-9"7'-3 1/4" 38'-0" 3'-9"2'-3"5 1/2"4'-6"9'-0"3'-4 1/2"4'-4 1/2"9'-11"4 1/2"4 1/2" 6'-5 1/2"31'-2" 11 ' - 2 3 / 4 " 7'-2"5'-6"6'-3 1/2"3'-6"2'-4 3/4"2'-4 3/4"9'-11" 12'-8" 9'-9 1/2" 11'-10 3/4" 6' - 1 1 / 2 " 4' - 3 1 / 2 " 4' - 1 1 3 / 4 " 5' - 3 3 / 4 " 2' - 1 3 / 4 " 3' - 0 " 2' - 1 " A D C C E17 W5W5 W1 W1 W1 W1 W1W1 W1 W1 W1 W3 W1 W1 W1 W1 W1 W3W3 W2 W2 W4 W5W5 E2 E3 E2 E1 E4 E1 E4 E4 E1 E1 E4 E3 E3 E2E2 E4 E1 230000 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 5/ 1 0 / 2 0 2 2 9 : 5 7 : 0 1 A M A1.5 2ND & 3RD FLOOR UNIT PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE. 4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS. 5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 11. SEE A11 SERIES FOR REFLECTED CEILING PLANS. GENERAL NOTES 1/4" = 1'-0"A1.5 1 2ND & 3RD FLOOR UNIT 1 AND 2 PLAN 1/4" = 1'-0"A1.5 2 2ND & 3RD FLOOR UNIT 3 PLAN KEYED NOTES 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 066113.10 FIBERGLASS REINFORCED ACRYLIC/ABS - SHOWER BASE 096466.01 LAMINATE WOOD FLOORING 096466.02 CARPET FLOORING 104416 FIRE EXTINGUISHER & CABINET 113013.01 RESIDENTIAL APPLIANCES - DISHWASHER 113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED IN FRONT OF STOVE TOP 113013.06 RESIDENTIAL APPLIANCES - WASHER AND DRYER STACKABLE UNIT 113013.07 RESIDENTIAL APPLIANCES - REFRIDGERATOR 123530 RESIDENTIAL CASEWORK 123623.33 WOOD COUNTERTOP MATERIAL - MOUNTED AND SUPPORTED AT BENCH HEIGHT 123661.19 QUARTS AGGLOMERATE COUNTERTOPS 224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB 224100.02 RESIDENTIAL PLUMBING FIXTURES - KITCHEN SINK 224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET 224100.04 RESIDENTIAL PLUMBING FIXTURES - BATHROOM SINK 224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 240000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING no. description date UP UPFS TS DN DN F/L F F/LF F/L F F 7,154 SF OVERALL GROSS 1ST FLOOR AREA 7,024 SF OVERALL GROSS 2ND FLOOR AREA 17'-0" 926 SF 2 BEDROOM UNIT 578 SF 1 BEDROOM UNIT 1,198 SF 3 BEDROOM UNIT 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 5/ 1 0 / 2 0 2 2 9 : 5 7 : 0 5 A M A2.1 AREA PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O SQUARE FOOTAGE CALCULATIONS GROSS AREAS OVERALL GROSS 1ST FLOOR AREA 7,154 SF OVERALL GROSS 2ND FLOOR AREA 7,024 SF OVERALL GROSS 3RD FLOOR AREA 7,024 SF TOTAL HABITABLE 21,202 SF 1/8" = 1'-0"A2.1 1 1ST FLOOR OVERALL AREA PLAN 1.GROSS BUILDING AREAS ARE MEASURED FROM EXTERIOR FACE OF FRAMING. 2.UNIT AREAS ARE MEASURED FROM EXTERIOR FACE OF FRAMING OF EXTERIOR WALLS AND CENTER LINE OF INTERIOR WALLS. 3.2ND AND 3RD FLOORS ARE IDENTICAL. 1/8" = 1'-0"A2.1 2 2ND AND 3RD FLOOR OVERALL AREA PLANS 1/8" = 1'-0"A2.1 3 1ST FLOOR UNIT 1 AND 2 AREA PLAN 1/8" = 1'-0"A2.1 4 1ST FLOOR UNIT 3 AREA PLAN UNIT AREAS 1 BEDROOM UNIT 578 SF 2 BEDROOM UNIT 926 SF 3 BEDROOM UNIT 1,198 SF no. description date 3/4" 3 1 / 2 " A - RUNNING BASE TRIM B - SILL TRIM C - HEAD TRIM 3/ 4 " 3 1 / 2 " 3/4"1/2"3/4" 5 1 / 2 " D - STANDING TRIM 3/4" 3 1 / 2 " EASED EDGE EASED EDGE EASED EDGE EASED EDGE TRIM TO BE SANDED AND PAINTED MEDIUM DENSITY FIBERBOARD (MDF)INTERIOR TRIM 1X 1X4 1X6 1X4 1X6 1X4 1X4 A B DOUBLE STUDS @ JAMBS SILL BELOW & HEAD ABOVE TYP. HEADER CONSTRUCTION -SEE STRUCTURAL DRAWINGS FASTEN HEADER TO STUDS DOUBLE STUDS AT JAMBS TRIPPLE JOIST HEADER -SEE SCHEDULE BELOW CONTINUOUS DEFLECTION STUD SECTION A SECTION B 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 PLYWOOD TOP 2X FRAMED LEGS 2X BRACING LEGS EVERY 2' O.C NOTE: BLOCKOUT NEEDS TO BE CONSTRUCTED IN A WAY TO WITHSTAND 200LB FORCES FROM THE FURNACE REINFORCED LEGS IN THE CORNERS APPLY CROSS BRACING IF NECESSARY CA B . H T . CA B . H T . CA B . H T . 1 1 / 2 " CL 1 1 / 2 " 1 1 / 2 " CL CL 1 1 / 2 " CL 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. NUMBER NAME FLOOR BASE WALLS CEILING REMARKSNORTH EAST SOUTH WEST FINISH HEIGHT (+/-) CORE 101 1ST FLOOR STAIR A F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 102 IT F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 103 1ST FLOOR COORIDOR F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 104 1ST FLOOR STAIR B F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 105 JANITOR F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 201 2ND FLOOR STAIR A F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 202 2ND FLOOR CORRIDOR F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 301 3RD FLOOR STAIR A F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 302 3RD FLOOR CORRIDOR F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" 303 3RD FLOOR STAIR B F3 B1 W3 W3 W3 W3 C1 8'-11 3/8" UNIT 102 - TYPICAL UNIT 2 102A LIVING F1 B1 W1 W1 W1 - C1 8'-11 3/8" 102B KITCHEN F1 B1 W1 - W1 W1, W2 C1 8'-11 3/8" 102C HALL F1 B1 - W1 W1 W1 C1 8'-11 3/8" 102D LAUNDRY F1 B1 W1 W1 W1 - C1 8'-11 3/8" 102E M. BEDROOM F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" 102F M. BATHROOM F1 B2 W1 - W1 W1 C1 8'-11 3/8" 102G M. CLOSET F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" 102H M. SHOWER F2 B2 W2 W2 W2 W2 C1 8'-11 3/8" 102J MECH F3 B1 W1 W1 W1 W1 C1 8'-11 3/8" 102K BATHROOM 1 F1 B2 W1 W1 W1 - C1 8'-11 3/8" 102L BEDROOM 1 F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" 102M CLOSET 1 F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" UNIT 104 - TYPICAL UNIT 1 104A LIVING F1 B1 W1 W1 W1 - C1 8'-11 3/8" 104B KITCHEN F1 B1 W1 - W1 W1, W2 C1 8'-11 3/8" 104C HALL F1 B1 - W1 W1 W1 C1 8'-11 3/8" 104D LAUNDRY F1 B1 W1 W1 W1 - C1 8'-11 3/8" 104E M. BEDROOM F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" 104F M. BATHROOM F1 B2 W1 W1 W1 W1 C1 8'-11 3/8" 104G M. CLOSET F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" 104H M. SHOWER F2 B2 W2 W2 W2 W2 C1 8'-11 3/8" 104J MECH. F3 B1 W1 W1 W1 W1 C1 8'-11 3/8" UNIT 108 - TYPICAL UNIT 3 108A LIVING F1 B1 W1 - W1 W1 C1 8'-11 3/8" 108B KITCHEN F1 B1 W1 W1, W2 W1 - C1 8'-11 3/8" 108C HALL F1 B1 W1 W1 W1 W1 C1 8'-11 3/8" 108D LAUNDRY F1 B1 W1 - W1 W1 C1 8'-11 3/8" 108E M. BEDROOM F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" 108F M. BATHROOM F1 B2 W1 W1 W1 W1 C1 8'-11 3/8" 108G M. CLOSET F4 B1 W1 W1 W1 W1 C1 8'-11 3/8" FLOOR F1 RESILIENT PLANK FLOORING F2 CERAMIC TILE F3 SEALED CONCRETE F4 CARPET BASE B1 4" PAINTED MDF B2 PROFILED RESILIENT WALL BASE WALL W1 PAINTED, TEXTURED TYPE 'X' GYPSUM BOARD W2 CERAMIC TILE OVER BACKER BOARD W3 STUCCO FINISH OVER TYPE 'X' GYPSUM SHEATHING CEILING C1 PAINTED, TEXTURED TYPE 'X' GYPSUM BOARD 1. PROVIDE DESIGNATED BASE AROUND BOTTOM OF CABINETS, UNLESS OTHERWISE NOTED. 2. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 3. SEE A8 SERIES FOR INTERIOR ELEVATIONS FOR TRIM, 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 3/A2.1. 7. PROVIDE BACKER BOARD BEHIND ALL TILE WALL FINISHES - DELETE G.W.B. GENERAL NOTESROOM FINISH LEGENDROOM FINISH SCHEDULE 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 5/ 1 0 / 2 0 2 2 9 : 5 7 : 0 6 A M A2.2 BUILDING DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 3" = 1'-0"A2.2 2 TRIM - INTERIOR DETAILS 1/4" = 1'-0"A2.2 1 TRIM - INTERIOR ELEVATION NOT TO SCALEA2.2 4 TYPICAL WOOD STUD DETAIL (NON-LOAD BEARING) NOT TO SCALEA2.2 3 WOOD STUD BACKING DETAIL NOT TO SCALEA2.2 6 FURNACE PLATFORM DETAIL NOT TO SCALEA2.2 5 CABINET SECTION @ WOOD STUD WALL no. description date T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" BCDEG T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. PARAPET 3 ELEV.37' -0" F A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" 1 A5.1 ________2 A5.1 ________ T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" 1 A5.2 ________2 A5.2 ________ C C C D D D C C C E10 E19 E28 E23 E20 E11 C C C C C C 074213 072413 074213 072413 074213 072413 230000 230000 230000074643.13 072413 074643.13 074643.13 074643.13 074643.13 074643.13 230000 074213 230000 074213 230000 074213 230000 230000 230000 074643.13 074643.13 074643.13 074643.13 074643.13 074643.13 230000 074213 072413 230000 074213 072413 230000 074213 072413 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" 1 A5.3 ________ T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" 1 T.O. PARAPET 3 ELEV.37' -0" 5610 37 T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" 29482 A5.3 ________ T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" 2 A5.4 ________1 A5.5 ________1 A5.4 ________ E25 E16 E5 E8E7 E17 E26 A A 074213 072413 072413 072413 074213 074213 072413 072413 074643.13 074643.13 074643.13 074213 074643.13 074213 074643.13 074213 074643.13 072413 074643.13 072413 077253.01 101419 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 5/ 1 0 / 2 0 2 2 9 : 5 7 : 2 5 A M A3.1 EXTERIOR ELEVATIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A3.1 2 SOUTH ELEVATION 1/8" = 1'-0"A3.1 1 WEST ELEVATION 1. SEE A6 SERIES FOR WALL SECTIONS. 2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 3. ALL VAPOR BARRIERS MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 4. COORDINATE THE INSTALLATION OF ALL MATERIALS WITH OTHER TRADES. GENERAL NOTES KEYED NOTES 072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM - OR EQUIL 074213 METAL WALL PANELS 074643.13 ENGINEERED WOOD SIDING 077253.01 STANDING SEAM METAL ROOF 101419 DIMENSIONAL LETTER SIGNAGE 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL no. description date T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" 1 A5.3 ________ T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" 1 T.O. PARAPET 3 ELEV.37' -0" 5 6 1037 T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" 2 9482 A5.3 ________ T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" 2 A5.4 ________1 A5.5 ________1 A5.4 ________ 35'-8" E30 E21 E12 E2 E13 E22 E1 A A 101419 077253.01 072413 074643.13 074643.13 074643.13 074643.13 074643.13 074643.13 072413 074213 074643.13 074213 074643.13 074213 074643.13 072413 074643.13 072413 074643.13 072413 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" B C D E G T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. PARAPET 3 ELEV.37' -0" FA T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" 1 A5.1 ________2 A5.1 ________ T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" 1 A5.2 ________2 A5.2 ________ C C C C C C E23 E14 E3 E4 E15 E24 C C C C C C E6 074213 072413 074643.13 260000 072413 074213 072413 074213 230000 230000 072413 074213 230000074643.13 074643.13 074643.13 074643.13 074643.13 074643.13 072413 074213 230000230000 230000230000 072413 074213 074643.13 074643.13 074643.13 074643.13 074643.13 074643.13 230000 074213 072413 230000 074213 072413 230000 074213 072413077253.01 074643.13 072413 230000230000 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 5/ 1 0 / 2 0 2 2 9 : 5 7 : 4 5 A M A3.2 EXTERIOR ELEVATIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A3.2 1 EAST ELEVATION 1/8" = 1'-0"A3.2 2 NORTH ELEVATION 1. SEE A6 SERIES FOR WALL SECTIONS. 2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 3. ALL VAPOR BARRIERS MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 4. COORDINATE THE INSTALLATION OF ALL MATERIALS WITH OTHER TRADES. GENERAL NOTES KEYED NOTES 072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM - OR EQUIL 074213 METAL WALL PANELS 074643.13 ENGINEERED WOOD SIDING 077253.01 STANDING SEAM METAL ROOF 101419 DIMENSIONAL LETTER SIGNAGE 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date 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 5/ 1 0 / 2 0 2 2 9 : 5 8 : 4 1 A M A3.3 EXTERIOR PERSPECTIVES 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O A3.3 3 NORTHWEST PERSPECTIVE A3.3 1 SOUTH PERSPECTIVE A3.3 2 SOUTHWEST PERSPECTIVE A3.3 4 WEST PERSPECTIVE A3.3 5 NORTHEAST PERSPECTIVE A3.3 6 NORTHWEST BIRDSEYE no. description date .ROOF SLOPE / CRICKET SLOPE ROOF ACESS HATCH ROOF DRAIN / OVERFLOW DRAIN 1 A5.3 ________1 A5.3 ________ B B C C D D E E G G 1 1 ________1 A3.2 ________2 A3.1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 2 A5.1 ________ 8 8 2 A5.3 ________2 A5.3 ________ 1 A5.2 ________ 1 A5.2 ________ 2 A5.2 ________ 2 A5.2 ________ 2 A5.4 ________2 A5.4 ________ 1 A5.5 ________1 A5.5 ________ 1 A5.4 ________1 A5.4 ________ 077253.02077253.02 077253.02077253.02 077253.02077253.02 077253.02077253.02 37 ' - 9 " EQ EQ 1/ 4 " / 1 2 " 2'-6" 5'-0" 2'-6" 3'-6" 4' - 0 " 4' - 0 " 3' - 1 1 1 / 2 " 4' - 0 " 4' - 0 " 1/ 4 " / 1 2 " 5/8" / 12" 37 ' - 9 " 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"5/8" / 12" 075419 075419 075419 075419 077253.01 077253.01 88'-1 1/2" 077200 MEMBRANE STRUCTURE -SEE STRUCTURAL DRAWINGS GYPSUM BOARD 1 LOW SLOPE MEMBRANE ROOF 2 LOW SLOPE MEMBRANE ROOF STANDING SEAM METAL ROOFING PLYWOOD SHEATHING -SEE STRUCTURAL DRAWINGS PLYWOOD SHEATHING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHANE SPRAY FOAM INSULATION R-30 MIN. STRUCTURE -SEE STRUCTURAL DRAWINGS CITY 05/10/22 1 CITY 05/10/22 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 5/ 1 0 / 2 0 2 2 9 : 5 8 : 4 7 A M A4.1 ROOF PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE 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 ROOF SYSTEMS ROOF LEGEND 1/8" = 1'-0"A4.1 1 ROOF PLAN PROJECT NORTH T RUE NO RT H KEYED NOTES 075419 POLYVINYL-CHLORIDE (PVC) ROOFING 077200 ROOF ACCESS HATCH - INSTALL PER MANUFACTURER'S RECOMMENDATIONS 077253.01 STANDING SEAM METAL ROOF 077253.02 PRE-FINISHED METAL PARAPET CAP no. description date T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" 1 T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. PARAPET 2 ELEV.35' -9 3/4" SHEATHING -SEE STRUCTURAL DRAWINGS ICE AND WATER SHIELD -EXTEND UP AND OVER PARAPET ROOF MEMBRANE WRAP UP WALL 2' MIN. SHEATHING -SEE STRUCTURAL DRAWINGS TRUSS WITH INTEGRAL PARAPET FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHANE SPRAY FOAM INSULATION R-30 MIN. ROOF FRAMING -SEE STRUCTURAL DRAWINGS DOUBLE LAYER OF TYPE X GYPSUM BOARD TYPE X GYPSUM WALL BOARD STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS BATT INSULATION R21 MIN. VINYL WINDOW-SEE A10 SERIES FOR WINDOW TYPES SHEATHING -SEE STRUCTURAL DRAWINGS BLOCKING PRE-FINISHED METAL PARAPET CAP WITH DRIP EDGE SHEATHING -SEE STRUCTURAL DRAWINGS AIR INFILTRATION BARRIER - TAPE SEAMS EFIS SIDING WITH 2" RIGID INSULATION CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" SHEATHING -SEE STRUCTURAL DRAWINGS ROOF MEMBRANE WRAP UP WALL 2' MIN. SHEATHING -SEE STRUCTURAL DRAWINGS 2X FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHANE SPRAY FOAM INSULATION R-30 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS BLOCKING PRE-FINISHED METAL PARAPET CAP WITH DRIP EDGE SHEATHING -SEE STRUCTURAL DRAWINGS AIR INFILTRATION BARRIER -TAPE SEAMS EFIS SIDING WITH 2" RIGID INSULATION ROOF FRAMING -SEE STRUCTURAL DRAWINGS DOUBLE LAYER OF TYPE X GYPSUM BOARD STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS BATT INSULATION R21 MIN. ALUMINUM STOREFRONT WINDOW-SEE A10 SERIES FOR WINDOW TYPES CITY 05/10/22 1 CITY 05/10/22 1 B T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" SHEATHING -SEE STRUCTURAL DRAWINGS ROOF MEMBRANE WRAP UP WALL 2' MIN. SHEATHING -SEE STRUCTURAL DRAWINGS 2X FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHANE SPRAY FOAM INSULATION R-30 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS BLOCKING PRE-FINISHED METAL PARAPET CAP WITH DRIP EDGE SHEATHING -SEE STRUCTURAL DRAWINGS AIR INFILTRATION BARRIER -TAPE SEAMS EFIS SIDING WITH 2" RIGID INSULATION STRUCTURAL BEAM -SEE STRUCTURAL DRAWINGS ROOF FRAMING -SEE STRUCTURAL DRAWINGS DOUBLE LAYER OF TYPE X GYPSUM BOARD STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS BATT INSULATION R21 MIN. ALUMINUM STOREFRONT WINDOW-SEE A10 SERIES FOR WINDOW TYPES GYPSUM WALL BOARD SHEATHING -SEE STRUCTURAL DRAWINGS ENGINEERED WOOD SIDING CITY 05/10/22 1 CITY 05/10/22 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 5/ 1 0 / 2 0 2 2 9 : 5 8 : 4 8 A M A4.2 ROOF DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK, ETC. 2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. 3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE. 4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS. 5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT STONE. 6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE. 8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE. 10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 11. SEE A11 SERIES FOR REFLECTED CEILING PLANS. GENERAL NOTES 1" = 1'-0"A4.2 1 ROOF DETAIL @ GRID 1 1" = 1'-0"A4.2 2 ROOF DETAIL @ GRID A 1" = 1'-0"A4.2 3 ROOF DETAIL @ GRID B,A no. description date 1 CITY REVIEW 05/10/22 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" 1 A5.3 ________ T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" 1 T.O. PARAPET 3 ELEV.37' -0" 5610 37 T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 29482 A5.3 ________2 A5.4 ________1 A5.5 ________1 A5.4 ________________2 A6.2 092900 064023.01 113013.06 123530 EEE23 301 EE E29 E20EE201EEE14 E3 EE 101 EE E11 092900 064023.01 113013.06 123530 103E 103C 103A 103 104A 104C 104E 204E 204C 204A 202 203A 203C 203E 303E 303C 303A 302 304A 304C 304E 064023.01 113013.05 123530 092900092900 092900 092900 092900 092900 092900 092900 092900 092900 123530 113013.05 123530 113013.06 064023.01 064023.01 064023.01 123530 113013.06 260000260000260000 260000260000260000 260000260000260000 260000 260000 260000 061600.01 061600.01 061600.01 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" 1 A5.3 ________ T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" 1 T.O. PARAPET 3 ELEV.37' -0" 5610 37 T.O. FOOTING 96' -0" ELEV.-4' -0" 29482 A5.3 ________2 A5.4 ________1 A5.5 ________1 A5.4 ________ 224100.01 113013.07 093013.01 064116 B301B 113013.04 113013.08 092900 BB101 201 BBC C C 092900 092900092900 092900 092900 224100.01 113013.07 093013.01 064116 113013.04 113013.08 224100.01 113013.07 064116 093013.01 113013.04 113013.08 064116 224100.01 113013.07 093013.01 064116 113013.04 113013.08 113013.04 113013.08224100.01 113013.07 093013.01 064116 224100.01 113013.07 093013.01 064116 113013.04 113013.08 260000 260000 260000 061600.01 092900 092900 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 5/ 1 0 / 2 0 2 2 9 : 5 8 : 5 2 A M A5.1 BUILDING SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O GENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES. 2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 3. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION. 5. ALL G.W.B. TO BE 5/8". 6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS 8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS. 1/8" = 1'-0"A5.1 1 BUILDING SECTION A 1/8" = 1'-0"A5.1 2 BUILDING SECTION B KEYED NOTES 061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4 064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 092900 GYPSUM BOARD 093013.01 CERAMIC TILING - WALL TILE 113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED IN FRONT OF STOVE TOP 113013.05 RESIDENTIAL APPLIANCES - WASHER DRYER COMBO 113013.06 RESIDENTIAL APPLIANCES - WASHER AND DRYER STACKABLE UNIT 113013.07 RESIDENTIAL APPLIANCES - REFRIDGERATOR 113013.08 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT 123530 RESIDENTIAL CASEWORK 224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" 1 A5.3 ________ T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" 1 T.O. PARAPET 3 ELEV.37' -0" 5610 37 T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 29482 A5.3 ________2 A5.4 ________1 A5.5 ________1 A5.4 ________________3 A6.2 M M MG G G303 203 104Ee E EG G G 123530 092900 123623.43 092900 123530 092900 092900 092900 092900 092900 092900 092900 092900 092900 092900 064023.01 064023.01 064023.01 096513 096513 096513 064116.10 064116.10 064116.10064116.10 064116.10 064116.10 224100.03 064116 113013.08 093013.01 123661.19 224100.03 123661.19 093013.01 113013.08 064116 224100.03 123623.33 093013.01 113013.08 064116 061600.01 CITY 05/10/22 1 061600.01 061600.01 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" 1 A5.3 ________ T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" 1 T.O. PARAPET 3 ELEV.37' -0" 5610 37 T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 29482 A5.3 ________2 A5.4 ________1 A5.5 ________1 A5.4 ________ E25 E16 E5 E8 E17 E26303 203 104 092900 092900 092900 074643.13 074643.13 074643.13 092900 092900 074643.13 092900 074643.13 074643.13 074643.13 072413 077253.01 260000 240000 260000 064113 064113 064113 D D D 061600.01 061600.01 061600.01 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 5/ 1 0 / 2 0 2 2 9 : 5 8 : 5 6 A M A5.2 BUILDING SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O GENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES. 2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 3. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION. 5. ALL G.W.B. TO BE 5/8". 6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS 8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS. 1/8" = 1'-0"A5.2 1 BUILDING SECTION C 1/8" = 1'-0"A5.2 2 BUILDING SECTION D KEYED NOTES 061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4 064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE 064113 OAK-VENEERED PARTICLE BOARD CABINETS W/SOLID OAK PANEL DOORS & DRAWERS 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 064116.10 PLASTIC-LAMINATE-CLAD PANELING 072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM - OR EQUIL 074643.13 ENGINEERED WOOD SIDING 077253.01 STANDING SEAM METAL ROOF 092900 GYPSUM BOARD 093013.01 CERAMIC TILING - WALL TILE 096513 RESILIENT BASE - SEE A2 SERIES FOR BASE FINISH AND DETAILS 113013.08 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT 123530 RESIDENTIAL CASEWORK 123623.33 WOOD COUNTERTOP MATERIAL - MOUNTED AND SUPPORTED AT BENCH HEIGHT 123623.43 SHELF WITH CLOSE ROD 123661.19 QUARTS AGGLOMERATE COUNTERTOPS 224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET 240000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" BCDEG T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" F A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 1 A5.1 ________2 A5.1 ________1 A5.2 ________2 A5.2 ________ B B B105 B B B B B B B 201B 301B303 203 104 101 102 092900 092900 092900092900 092900 092900092900 092900 092900092900 092900 092900 064023.01 064023.01 064023.01064023.01 064023.01 064023.01064023.01 064023.01 064023.01 064023.01 064023.01 064023.01 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 061600.01 061600.01 061600.01 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" BCDEG T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" F A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 1 A5.1 ________2 A5.1 ________1 A5.2 ________2 A5.2 ________________2 A6.1 064023.01 064116 092900 064116 224100.02 064023.01 064116 092900 064116 224100.02 064023.01 064116 092900 064116 224100.02 064116 064023.01 224100.03 064116 224100.02B B BB B BB B BB B B 064116 064023.01 224100.03 064116 224100.02 064116 064023.01 224100.03 064116 224100.02 064023.01 064116 092900 064116 224100.02 064023.01 064116 092900 064116 224100.02 064023.01 064116 092900 064116 224100.02 064116 064023.01 224100.03 064116 224100.02 064116 064023.01 224100.03 064116 224100.02 064116 064023.01 224100.03 064116 224100.02 061600.01 061600.01 061600.01 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 0 0 A M A5.3 BUILDING SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A5.3 1 BUILDING SECTION E GENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES. 2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 3. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION. 5. ALL G.W.B. TO BE 5/8". 6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS 8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS. 1/8" = 1'-0"A5.3 2 BUILDING SECTION F KEYED NOTES 061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4 064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 092900 GYPSUM BOARD 224100.02 RESIDENTIAL PLUMBING FIXTURES - KITCHEN SINK 224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" BCDEG T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" F A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 1 A5.1 ________2 A5.1 ________1 A5.2 ________2 A5.2 ________________3 A6.1 092900 230000 093013.03 123661.19 064116123530 092900 K K K B BB BE E Ee K K K 064113 123661.19 096513 224100.01 224100.05123530 092900 064116 123661.19 230000 096513 064116 123661.19 230000 096513 123530 092900 064113 123661.19 096513 224100.01 224100.04092900 064023.01E9 E18 E27 230000 123530 092900 064113 123661.19 096513 224100.01 224100.04092900 064023.01 123530 092900 064113 123661.19 096513 224100.01 224100.04092900 064023.01 064116 230000 096513 064116 230000 096513 123661.19 123661.19 123530 092900 064116 123661.19 230000 096513 123530 092900 064116 123661.19 230000 096513 092900 230000 092900 123661.19 064116 092900 230000 092900 123661.19 064116 123530 092900 064113 123661.19 096513 224100.01 224100.05 123530 092900 064113 123661.19 096513 224100.01 224100.05 260000 123530 092900 123530 092900 123530 092900 061600.01 061600.01 061600.01 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" BCDEG T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" F A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 1 A5.1 ________2 A5.1 ________1 A5.2 ________2 A5.2 ________________1 A6.2 Ff F F EeLl L E ELEE EE EEEE EE EEE E EeE9 E18 E27 092900 064023.01064023.01 092900 092900 064023.01064023.01 092900 092900 064023.01064023.01 092900 092900 092900 092900 092900 092900 092900 G G G 092900 123530 064023.01 123530 092900 064023.01 123530 092900 064023.01 092900 064023.01 092900 064023.01 092900 064023.01 092900 064023.01 092900 064023.01 092900 061600.01 061600.01 061600.01 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 0 4 A M A5.4 BUILDING SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A5.4 1 BUILDING SECTION G 1/8" = 1'-0"A5.4 2 BUILDING SECTION H GENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES. 2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 3. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION. 5. ALL G.W.B. TO BE 5/8". 6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS 8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS. KEYED NOTES 061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4 064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE 064113 OAK-VENEERED PARTICLE BOARD CABINETS W/SOLID OAK PANEL DOORS & DRAWERS 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 092900 GYPSUM BOARD 093013.03 CERAMIC TILING - SHOWER TILE 096513 RESILIENT BASE - SEE A2 SERIES FOR BASE FINISH AND DETAILS 123530 RESIDENTIAL CASEWORK 123661.19 QUARTS AGGLOMERATE COUNTERTOPS 224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB 224100.04 RESIDENTIAL PLUMBING FIXTURES - BATHROOM SINK 224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" BCDEG T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" F A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" 1 A5.1 ________2 A5.1 ________1 A5.2 ________2 A5.2 ________ F F Ff C C C E29 E20 E11E4 E19 E28 C C C L L L F F Ff J J J 092900 064023.01 123530 G G G JJ JJ JJ 074643.13074643.13 074643.13074643.13 074643.13074643.13 074643.13 074643.13 074643.13 074643.13 074643.13 074643.13 230000 230000 092900 096513 123530 230000 230000 092900 096513 123530 230000 230000 230000230000 230000230000 230000230000 230000230000 230000230000 230000230000 230000230000 092900 064023.01 230000230000 092900 230000230000 092900 096513 096513 093013.03 064113 123661.19 096513 092900 064113 096513 092900 064113 096513 061600.01 061600.01 061600.01 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 0 7 A M A5.5 BUILDING SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O GENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES. 2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES. 3. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION. 5. ALL G.W.B. TO BE 5/8". 6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS 8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE. 9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS. 1/8" = 1'-0"A5.5 1 BUILDING SECTION J KEYED NOTES 061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4 064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE 064113 OAK-VENEERED PARTICLE BOARD CABINETS W/SOLID OAK PANEL DOORS & DRAWERS 074643.13 ENGINEERED WOOD SIDING 092900 GYPSUM BOARD 093013.03 CERAMIC TILING - SHOWER TILE 096513 RESILIENT BASE - SEE A2 SERIES FOR BASE FINISH AND DETAILS 123530 RESIDENTIAL CASEWORK 123661.19 QUARTS AGGLOMERATE COUNTERTOPS 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" ________2 A4.2 SLAB ON GRADE -SLOPE AWAY FROM STRUCTURE STRUCTURAL FOOTING AND FOUNDATION WALL - SEE STRUCTURAL DRAWINGS RIGID INSULATION GRAVEL BASE SLAB ON GRADE FINISH FLOOR FIBER EXPANSION BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR ROOF FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHAN SPRAY FOAM INSULATION R-30 MIN. ROOF SHEATHING -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF SYSTEM STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS GRAVEL BASE METAL PANEL SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. EFIS SIDING WITH R10 RIGID INSULATION PRE-FINISHED METAL PARAPET CAP WITH DRIP EDGE METAL PANEL SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS 301 201 101 AIR INFILTRATION BARRIER -TAPE SEAMS AIR INFILTRATION BARRIER -TAPE SEAMS AIR INFILTRATION BARRIER -TAPE SEAMS BITUMINOUS DAMPROOFING COMPLYING WITH ASTM C887 -EXTEND FROM TOP OF FOOTING TO ABOVE GROUND LEVEL VAPOR RETARDER 6 MIL. POLYETHYLENE WITH LAPPED JOINTS NOT LESS THAN SIX INCHES. CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" B T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" ________3 A4.2 SLAB ON GRADE -SLOPE AWAY FROM STRUCTURE ENGINEERED WOOD SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. STRUCTURAL FOOTING AND FOUNDATION WALL - SEE STRUCTURAL DRAWINGS RIGID INSULATION GRAVEL BASE SLAB ON GRADE FINISH FLOOR FIBER EXPANSION BOARD GYPSUM WALL BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR ROOF FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHAN SPRAY FOAM INSULATION R-30 MIN. ROOF SHEATHING -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF SYSTEM STRUCTURAL BEAM -SEE STRUCTURAL DRAWINGS STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS GRAVEL BASE FINISH GRADE -SLOPE AWAY FROM STRUCTURE1 UNIT VERTICAL IN 20 UNITS HORIZONTAL FOR A MIN DISTANCE OF 10 FEET. GYPSUM WALL BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS GYPSUM WALL BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS 4" CONCRETE SLAB ON STRUCTURAL DECK -SEE STRUCTURAL DRAWINGS 4" CONCRETE SLAB ON STRUCTURAL DECK -SEE STRUCTURAL DRAWINGS E21 E30 E12 ENGINEERED WOOD SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. ENGINEERED WOOD SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. EFIS SIDING WITH R10 RIGID INSULATION PRE-FINISHED METAL PARAPET CAP WITH DRIP EDGE 302A 202A 102A AIR INFILTRATION BARRIER -TAPE SEAMS AIR INFILTRATION BARRIER -TAPE SEAMS AIR INFILTRATION BARRIER -TAPE SEAMS BITUMINOUS DAMPROOFING COMPLYING WITH ASTM C887 -EXTEND FROM TOP OF FOOTING TO ABOVE GROUND LEVEL CITY 05/10/22 1 CITY 05/10/22 1 VAPOR RETARDER 6 MIL. POLYETHYLENE WITH LAPPED JOINTS NOT LESS THAN SIX INCHES. CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" B T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" FINISH GRADE -SLOPE AWAY FROM STRUCTURE1 UNIT VERTICAL IN 20 UNITS HORIZONTAL FOR A MIN DISTANCE OF 10 FEET. ENGINEERED WOOD SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. STRUCTURAL FOOTING AND FOUNDATION WALL - SEE STRUCTURAL DRAWINGS RIGID INSULATION GRAVEL BASE SLAB ON GRADE FINISH FLOOR FIBER EXPANSION BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS GYPSUM WALL BOARD GYPSUM WALL BOARD CEILING ON FRAMING - SEE A11 SERIES FOR CEILING TYPES MECHANICAL FIXTURE OR EQUIPMENT -SEE MECHANICAL DRAWINGS DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR GYPSUM WALL BOARD CEILING ON FRAMING - SEE A11 SERIES FOR CEILING TYPES MECHANICAL FIXTURE OR EQUIPMENT -SEE MECHANICAL DRAWINGS DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES GYPSUM WALL BOARD CEILING ON FRAMING - SEE A11 SERIES FOR CEILING TYPES MECHANICAL FIXTURE OR EQUIPMENT -SEE MECHANICAL DRAWINGS DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES ROOF FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYURETHANE SPRAY FOAM INSULATION R-30 MIN. ROOF SHEATHING -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF SYSTEM ENGINEERED WOOD SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. ENGINEERED WOOD SIDING SHEATHING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. ENGINEERED WOOD SIDING SHEATHING -SEE STRUCTURAL DRAWINGS PRE-FINISHED METAL PARAPET CAP WITH DRIP EDGE 302H302F 202H202F 102H102H AIR INFILTRATION BARRIER -TAPE SEAMS AIR INFILTRATION BARRIER -TAPE SEAMS AIR INFILTRATION BARRIER -TAPE SEAMS BITUMINOUS DAMPROOFING COMPLYING WITH ASTM C887 -EXTEND FROM TOP OF FOOTING TO ABOVE GROUND LEVEL CITY 05/10/22 1 CITY 05/10/22 1 VAPOR RETARDER 6 MIL. POLYETHYLENE WITH LAPPED JOINTS NOT LESS THAN SIX INCHES. CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 0 7 A M A6.1 WALL SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1. NOT ALL INTERIOR FINISHES AND CABINETS ARE SHOWN ON BUILDING SECTIONS, SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS. 2. SEE A1 SERIES FOR WALL TYPES. 3. SEE A6 SERIES FOR WALL SECTIONS. 4. SEE A8 SERIES FOR INTERIOR ELEVATIONS. 5. SEE A10 SERIES FOR DOOR SCHEDULE & WINDOW SCHEDULE. 6. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 7. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE PROVIDED WITH DAMPPROOFING AT EXTERIOR AND 2" RIGID INSULATION AT INTERIOR, SEE WALL TYPES ON A1 SERIES. 8. SEE REFLECTED CEILING PLAN ON A11 SERIES AND ROOM FINISH SCHEDULE SHEET A2.1 FOR CEILING INFORMATION. GENERAL NOTES 3/8" = 1'-0"A6.1 1 WALL SECTION @CORIDOR GRID A 3/8" = 1'-0"A6.1 2 WALL SECTION @ BALCONY GRID B&A 3/8" = 1'-0"A6.1 3 WALL SECTIONS @ GRID B &A no. description date 1 CITY REVIEW 05/10/22 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" C T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" STRUCTURAL FOOTING AND FOUNDATION WALL - SEE STRUCTURAL DRAWINGS GRAVEL BASE SLAB ON GRADE FINISH FLOOR 2X FRAMING -SEE STRUCTURAL DRAWINGS DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR ROOF FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHAN SPRAY FOAM INSULATION R-30 MIN. ROOF SHEATHING -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF SYSTEM GYPSUM WALL BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES GYPSUM WALL BOARD GYPSUM WALL BOARD 1X4 WOOD BASE TRIM FULL THICKNESS BATT INSULATION DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR GYPSUM WALL BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES GYPSUM WALL BOARD GYPSUM WALL BOARD FULL THICKNESS BATT INSULATION FULL THICKNESS BATT INSULATION FULL THICKNESS BATT INSULATION 1X4 WOOD BASE TRIM 1X4 WOOD BASE TRIM 1X4 WOOD BASE TRIM AIR SPACE FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR 1X4 WOOD BASE TRIM FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR 1X4 WOOD BASE TRIM AIR SPACE AIR SPACE 302L304E 204E 202L 102L104E CITY 05/10/22 1 CITY 05/10/22 1 VAPOR RETARDER 6 MIL. POLYETHYLENE WITH LAPPED JOINTS NOT LESS THAN SIX INCHES. CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" 5 T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" STRUCTURAL FOOTING AND FOUNDATION WALL - SEE STRUCTURAL DRAWINGSGRAVEL BASE SLAB ON GRADE FINISH FLOOR 2X FRAMING -SEE STRUCTURAL DRAWINGS DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR ROOF FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYEURATHAN SPRAY FOAM INSULATION R-30 MIN. ROOF SHEATHING -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF SYSTEM GYPSUM WALL BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES GYPSUM WALL BOARD GYPSUM WALL BOARD 1X4 WOOD BASE TRIM FULL THICKNESS BATT INSULATION DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR GYPSUM WALL BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES GYPSUM WALL BOARD GYPSUM WALL BOARD FULL THICKNESS BATT INSULATION FULL THICKNESS BATT INSULATION FULL THICKNESS BATT INSULATION 1X4 WOOD BASE TRIM 1X4 WOOD BASE TRIM 1X4 WOOD BASE TRIM 1X4 WOOD BASE TRIM 1X4 WOOD BASE TRIM 104A103 202 204A 304A302 DRAFT STOP AS PER IBC SECTION 708.4.2 ONE SIDE OF CORIDOR CITY 05/10/22 1 DRAFT STOP AS PER IBC SECTION 708.4.2 ONE SIDE OF CORIDOR DRAFT STOP AS PER IBC SECTION 708.4.2 ONE SIDE OF CORIDOR VAPOR RETARDER 6 MIL. POLYETHYLENE WITH LAPPED JOINTS NOT LESS THAN SIX INCHES. CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" 1 T.O. PARAPET 3 ELEV.37' -0" T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" ________1 A4.2 FINISH GRADE -SLOPE AWAY FROM STRUCTURE1 UNIT VERTICAL IN 20 UNITS HORIZONTAL FOR A MIN DISTANCE OF 10 FEET. STRUCTURAL FOOTING AND FOUNDATION WALL - SEE STRUCTURAL DRAWINGS RIGID INSULATION GRAVEL BASE SLAB ON GRADE FINISH FLOOR FIBER EXPANSION BOARD DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION SUBFLOOR -SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON STRUCTURE -SEE STRUCTURAL DRAWINGS FINISH FLOOR ROOF FRAMING -SEE STRUCTURAL DRAWINGS CLOSED CELL POLYURETHANE SPRAY FOAM INSULATION R-30 MIN. ROOF SHEATHING -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF SYSTEM STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH R10 RIGID INSULATION PRE-FINISHED METAL PARAPET CAP WITH DRIP EDGE DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS DOUBLE GYPSUM LAYER SEE A 11 SERIES FOR CEILING TYPES STRUCTURAL HEADER -SEE STRUCTURAL DRAWINGS 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION -R21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH R10 RIGID INSULATION PRE-FINISHED METAL FLASHING WITH DRIP EDGE -SLOPE AWAY FROM OPENING GYPSUM WALL BOARD GYPSUM WALL BOARD BATT INSULATION -R21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH R10 RIGID INSULATION PRE-FINISHED METAL FLASHING WITH DRIP EDGE -SLOPE AWAY FROM OPENING BATT INSULATION -R21 MIN. SHEATHING -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH R10 RIGID INSULATION PRE-FINISHED METAL FLASHING WITH DRIP EDGE -SLOPE AWAY FROM OPENING VINYL WINDOW -SEE A140 SERIES FOR WINDOW TYPES VINYL WINDOW -SEE A140 SERIES FOR WINDOW TYPES VINYL WINDOW -SEE A140 SERIES FOR WINDOW TYPES 308L 208L 108L AIR INFILTRATION BARRIER -TAPE SEAMS AIR INFILTRATION BARRIER -TAPE SEAMS BITUMINOUS DAMPROOFING COMPLYING WITH ASTM C887 -EXTEND FROM TOP OF FOOTING TO ABOVE GROUND LEVEL VAPOR RETARDER 6 MIL. POLYETHYLENE WITH LAPPED JOINTS NOT LESS THAN SIX INCHES. CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 0 7 A M A6.2 WALL SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 3/8" = 1'-0"A6.2 1 WALL SECTION @ GRID C 3/8" = 1'-0"A6.2 2 WALL SECTION @ GRID 5 3/8" = 1'-0"A6.2 3 WALL SECTION @ GRID 1 1. NOT ALL INTERIOR FINISHES AND CABINETS ARE SHOWN ON BUILDING SECTIONS, SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS. 2. SEE A1 SERIES FOR WALL TYPES. 3. SEE A6 SERIES FOR WALL SECTIONS. 4. SEE A8 SERIES FOR INTERIOR ELEVATIONS. 5. SEE A10 SERIES FOR DOOR SCHEDULE & WINDOW SCHEDULE. 6. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 7. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE PROVIDED WITH DAMPPROOFING AT EXTERIOR AND 2" RIGID INSULATION AT INTERIOR, SEE WALL TYPES ON A1 SERIES. 8. SEE REFLECTED CEILING PLAN ON A11 SERIES AND ROOM FINISH SCHEDULE SHEET A2.1 FOR CEILING INFORMATION. GENERAL NOTES no. description date 1 CITY REVIEW 05/10/22 2'-0"2'-0"1'-6"1'-6" 5'-0" 064116 123661.19 224100.05 092900 096513 093013.03 113013.07 113013.01 064116064116 113013.04 064116 064116064116064116064116064116 123661.19 224100.03 093013.01 113013.08 3'-0"2'-0"2'-6" 2' - 1 0 " 3' - 0 " 2'-9"2'-0"3'-0"2'-0"2'-6"2'-6" 092900 113013.05 123530 092900 1'-4"3'-8 3/4"1'-4" 6' - 7 3 / 4 " 123530123530 092900 123623.43 1'-6"1'-6"2'-0"2'-0" 5'-0" 2' - 1 0 " 123661.19 224100.05 064116 064116 066113.10 092900 093013.03 113013.07 113013.01 064116064116 224100.03 123661.19 093013.01 113013.04 064116 123530 113013.08 064116064116064116064116064116064116 3' - 0 " 2'-9"2'-0"3'-0"2'-0"2'-6"1'-0"1'-6" 3'-0"2'-0"1'-0"1'-6" 1'-4"3'-8 3/4"1'-4" 6' - 8 " 123530123530 092900 1'-4"2'-6"1'-6"1'-6" 096513 064116 123661.19 224100.05 092900 066113.10 093013.03 3'-0"2'-6"1'-2"2'-6"3'-0" 3'-0"1'-2"2'-6" 113013.07 064116 113013.04 064116 064116064116 093013.01 113013.08 064116 064116064116 123661.19 123623.33 092900 092900 3' - 0 " 2' - 1 0 " 1'-2"3'-0"2'-6" 3' - 0 " 2' - 1 0 " 064023.01 092900 123661.19 113013.01 064116 224100.03 064116064116 2'-6 3/4" 6' - 8 " 113013.05 092900 123530 1'-4"3'-3 1/4"1'-4" 6' - 8 " 123530123530 064023.01 092900 2'-6"2'-0"1'-6"1'-6" 5'-0" 2' - 1 0 " 064116 064116 123661.19 224100.05 066113.10 092900 093013.03 3'-0"3'-0"2'-6"1'-2"2'-6" 3'-0"1'-2"2'-6" 3' - 0 " 113013.07 064116 113013.04 064116 064116064116 093013.01 064116 064116 113013.08123661.19 064116 064116 123623.33 3' - 0 " 1'-2"3'-0"2'-6" 113013.01 064116 064116 064116 123661.19 224100.03 064023.01 092900 3'-0"1/2"1'-4"1'-6" 064116 096513 123661.19 224100.05 092900 066113.10 093013.03 1'-2 1/4" 123530 092900 2'-6"2'-0"1'-6"1'-6" 4'-6"3'-0" 2' - 1 0 " 092900 093013.03 123661.19 064116 064116 1'-4"3'-0"1'-6"1'-6" 3' - 0 " 064116 064113 123661.19 224100.05 224100.01 2'-6 3/4" 6' - 7 3 / 4 " 123530 113013.05 092900 113013.06 113013.06 123530 092900 064023.01 113013.06 123530 113013.06 092900 113013.06 113013.06 123530 092900 096513 064113 123661.19 064116 224100.05 092900 066113.10 D 093013.03 084523.01 220000.01 092900 E6 084523.01 220000.01 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 1 4 A M A8.1 INTERIOR ELEVATIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O GENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES. 2. SEE A2 SERIES FOR ROOM FINISH SCHEDULE. 3. SEE A7 SERIES FOR TOILET ACCESSORY MOUNTING HEIGHTS. 4. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULE. 5. SEE A11 SERIES FOR REFLECTED CEILING PLANS. 6. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL, STRUCT., MECH. OR ELEC. DWGS., CONTACT ARCHITECT FOR CLARIFICATION. 7. ALL G.W.B. TO BE 5/8" TYPE 'X', EXCEPT AS NOTED. 8. CONTRACTOR TO SUBMIT A CONTROL JOINT PLAN TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO POURING CONCRETE. 9. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MAT'L 10. DIMENSIONS ARE TO FACE OF STUD, FACE OF BLOCK, OR GRID LINE U.N.O. 11. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL HANDRAILS, GRAB BARS, TOILET ACCESSORIES & OTHER WALL MOUNTED ITEMS. KEYED NOTES 064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE 064113 OAK-VENEERED PARTICLE BOARD CABINETS W/SOLID OAK PANEL DOORS & DRAWERS 064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 066113.10 FIBERGLASS REINFORCED ACRYLIC/ABS - SHOWER BASE 084523.01 FIBERGLASS REINFORECED WALL PANEL 092900 GYPSUM BOARD 093013.01 CERAMIC TILING - WALL TILE 093013.03 CERAMIC TILING - SHOWER TILE 096513 RESILIENT BASE - SEE A2 SERIES FOR BASE FINISH AND DETAILS 113013.01 RESIDENTIAL APPLIANCES - DISHWASHER 113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED IN FRONT OF STOVE TOP 113013.05 RESIDENTIAL APPLIANCES - WASHER DRYER COMBO 113013.06 RESIDENTIAL APPLIANCES - WASHER AND DRYER STACKABLE UNIT 113013.07 RESIDENTIAL APPLIANCES - REFRIDGERATOR 113013.08 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT 123530 RESIDENTIAL CASEWORK 123623.33 WOOD COUNTERTOP MATERIAL - MOUNTED AND SUPPORTED AT BENCH HEIGHT 123623.43 SHELF WITH CLOSE ROD 123661.19 QUARTS AGGLOMERATE COUNTERTOPS 220000.01 PLUMBING FIXTURE - MOP SINK 224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB 224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET 224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET 1/4" = 1'-0"A8.1 1 MASTER BATHROOM 104F 1/4" = 1'-0"A8.1 2 KITCHEN 104B 1/4" = 1'-0"A8.1 14 LAUNDRY ROOM 104D 1/4" = 1'-0"A8.1 15 MASTER CLOSET 104G 1/4" = 1'-0"A8.1 5 UNIT 1 TYPE B MASTER BATHROOM 1/4" = 1'-0"A8.1 9 KITCEN 204B 1/4" = 1'-0"A8.1 16 MASTER CLOSET 204G 1/4" = 1'-0"A8.1 17 MASTER BATHROOM 204F 1/4" = 1'-0"A8.1 6 KITCHEN 102B A 1/4" = 1'-0"A8.1 8 KITCHEN 102B B 1/4" = 1'-0"A8.1 11 LAUNDRY ROOM 102D 1/4" = 1'-0"A8.1 12 MASTER CLOSET 102G 1/4" = 1'-0"A8.1 20 UNIT 2 TYPE B MASTER BATHROOM 1/4" = 1'-0"A8.1 22 KITCHEN 202B A 1/4" = 1'-0"A8.1 23 KITCHEN 202B B 1/4" = 1'-0"A8.1 25 MASTER BATHROOM 202F 1/4" = 1'-0"A8.1 29 CLOSET 102M 1/4" = 1'-0"A8.1 30 MASTER BATHROOM 102F 1/4" = 1'-0"A8.1 31 BATHROOM 102K 1/4" = 1'-0"A8.1 3 LAUNDRY ROOM 108C 1/4" = 1'-0"A8.1 4 LAUNDRY ROOM 204D 1/4" = 1'-0"A8.1 7 LAUNDRY ROOM 208D 1/4" = 1'-0"A8.1 10 LAUNDRY ROOM 202D 1/4" = 1'-0"A8.1 13 MASTER BATHROOM 208F 1/4" = 1'-0"A8.1 18 JANTOR CLOSET 105 A 1/4" = 1'-0"A8.1 19 JANITOR CLOSET 105 B no. description date UP 1716151413121110987654321 FS TS 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 UP DN 1716151413121110987654321 UPDN 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 B 6 7 A 3 A9.1 ________ IT 102 1ST FLOOR STAIR A 101 3' - 8 " 5'-2"17 TREADS @ 11" = 15'-7" 102 G 6 F 7 2 A5.1 ________ 6 A9.1 ________1ST FLOOR STAIR B 104 JANITOR 105 105 17 TREADS @ 11" = 15'-7"5'-2" 3' - 8 " A8.1 18 19 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" B T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" A T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" 18 R I S E R S @ + / - 6 7 / 8 " = 1 0 ' - 3 1 / 4 " 18 R I S E R S @ + / - 6 7 / 8 " = 1 0 ' - 3 1 / 4 " 3' - 6 " 1'-0" 1'-0" 1ST FLOOR STAIR A 101 3RD FLOOR STAIR A 301 ________7 A9.1 ________7 A9.1 CITY 05/10/22 1 T.O. FLOOR 100' -0" ELEV.0' -0" T.O. WALL PLATE 109' -1 1/8" ELEV.9' -1 1/8" T.O. FLOOR 110' -3 1/4" ELEV.10' -3 1/4" G T.O. WALL PLATE 119' -4 3/8" ELEV.19' -4 3/8" T.O. FLOOR 121' -6 1/2" ELEV.20' -6 1/2" T.O. ROOF FRAME 132' -9 3/4" ELEV.32' -8 3/8" T.O. PARAPET 3 ELEV.37' -0" F T.O. WALL PLATE 129' -7 5/8" ELEV.29' -7 5/8" T.O. FOOTING 96' -0" ELEV.-4' -0" T.O. PARAPET 2 ELEV.35' -9 3/4" T.O. PARAPET1 ELEV.34' -8 5/8" JANITOR 105 1ST FLOOR STAIR B 104 3' - 6 " 3' - 0 " 18 R I S E R S @ + / - 6 7 / 8 " = 1 0 ' - 3 1 / 4 " 18 R I S E R S @ + / - 6 7 / 8 " = 1 0 ' - 3 1 / 4 " 1'-0" 1'-0" 1'-0" 1'-0" 3' - 0 " ________7 A9.1 ________7 A9.1 ________7 A9.1 CITY 05/10/22 1 B 6 7 A 3 A9.1 ________ 5'-2"17 TREADS @ 11" = 15'-7"3'-10" 3' - 8 " 2ND FLOOR STAIR A 201 G 6 F 7 2 A5.1 ________ 6 A9.1 ________ 4'-0"17 TREADS @ 11" = 15'-7"5'-2" WALL -SEE WALL TYPES 1 1/2" TUBE STEEL HANDRAIL SECURED TO WALL W/ 3" X 3/8" THICK STEEL MOUNTING FLANGES TO BE 5'-0" MAX. & SPACED EQUALLY ALONG WALL 3/8" TAPPED HOLE -SECURE TO WALL -PROVIDE BACKING 1/2" TUBE STEEL SUPPORT 1/4" 1 1/2"1 1/2" 8 A9.1 _____ 1 1/2" TUBE STEEL HANDRAIL SECURED TO WALL W/ 3" X 3/8" THICK STEEL MOUNTING FLANGES TO BE 5'-0" MAX. & SPACED EQUALLY ALONG WALL 3/8" TAPPED HOLE -SECURE TO WALL -PROVIDE BACKING 1/2" TUBE STEEL SUPPORT & S T A I R N O S I N G 36 " A B O V E S T A I R WALL -SEE WALL TYPES 1 1/2"1 1/2" 2" 1 1/4" X 1 1/4" X 3/16" X 6" LONG STEEL ANGLE -2 PER TREAD - WELD TO STRINGER & PAN TYP. 2" X 2" X 1/4" X 4" LONG STEEL ANGLE -1 PER STRINGER -WELD TO INSIDE OF STRINGER & ATTACH TO CONCRETE SLAB W/ 3/4" DIA HILTI KWIK BOLT TZ 3" C12 STINGER -PAINT EXPOSED MEMBERS TYP. 2" PAN STAIR TREAD W/ CONCRETE FILL 4" CONCRETE SLAB -SEE STRUCTURAL FOUNDATION PLAN ALUMINUM STAIR NOSING 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 1 8 A M A9.1 STAIR PLANS AND SECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"A9.1 1 STAIR A 1ST FLOOR 1/4" = 1'-0"A9.1 4 STAIR B 1ST FLOOR 1/4" = 1'-0"A9.1 3 STAIR A SECTION 1/4" = 1'-0"A9.1 6 STAIR B SECTION 1/4" = 1'-0"A9.1 2 STAIR A 2ND FLOOR 1/4" = 1'-0"A9.1 5 STAIR B 2ND FLOOR 3" = 1'-0"A9.1 7 HANDRAIL RETURN 3" = 1'-0"A9.1 8 HANDRAIL SECTION 1" = 1'-0"A9.1 9 STAIR @ SLAB no. description date 1 CITY REVIEW 05/10/22 A B C D 2" 6' - 5 " 2" 2' - 1 " 2" 9' - 0 " 2"1'-0"2"3'-0"2" 4'-6" 2' - 8 " 4' - 0 " 1 1 / 2 " 1' - 1 " 1 1 / 2 " 5' - 4 " 1 1/2"2'-9"1 1/2" 3'-0" 2' - 8 " 4' - 0 " 1 1 / 2 " 1' - 1 " 1 1 / 2 " 5' - 4 " 1 1/2"4'-3"1 1/2" 4'-6" 1 1 / 2 " 3' - 9 " 1 1 / 2 " 6' - 8 " 1 1 / 2 " 1' - 1 " 1 1 / 2 " 1 1/2"5'-9"1 1/2" 6'-0" HOLLOW METAL TEMPERED VINYL FIXED & CASEMENT 1' - 4 " VINYL FIXED & CASEMENT VINYL FIXED C EXTERIOR VINYL 2 PANEL SLIDING DOOR W/ TRANSOM D EXTERIOR VINYL WITH FULL LITEAEXTERIOR FULL LITE HOLLOW METAL DOOR E INTERIOR WOOD DOOR F INTERIOR HOLLOW CORE MASONITE DOOR G INTERIOR VINYL WITH FULL LITE H INTERIOR HOLLOW CORE SLIDING MASONITE DOOR SE E S C H . 1' - 4 " 6'-0" 4'-6" 8" 6' - 0 " 2" 2' - 1 1 / 4 " 2" B EXTERIOR FLUSH HOLLOW METAL DOOR A BHOLLOW METAL VINYL FRAME 2" SE E S C H . 2"SEE SCH.2" C WOOD FRAME D MASONITE FRAME SE E S C H . SEE SCH.SEE SCH. SE E S C H . SEE SCH. SE E S C H . 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. 5. PROVIDE SAFETY GLAZING WHERE REQUIRED PER IBC SECTION 2406 GENERAL NOTESWINDOW 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 1 9 A M A10.1 DOOR & WINDOW SCHEDULES 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O DOOR NUMBER DOOR TYPE FRAME TYPE DESCRIPTION WIDTH HEIGHT HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL FIRE RATING HARDWARE REMARKS Exterior E1 A A HOLLOW METAL DOOR & FRAME WITH FULL GLASS 3' - 0" 6' - 8" 7/A10.2 8/A10.2 9/A10.2 PANIC HARDWARE W/ CLOSER E2 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E3 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E4 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E5 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E6 B A HOLLOW METAL DOOR & FRAME 3' - 0" 6' - 8" 7/A10.2 8/A10.2 9/A10.2 60 MIN. STOREROOM W/ CLOSER E7 A A HOLLOW METAL DOOR & FRAME WITH FULL GLASS 3' - 0" 6' - 8" 7/A10.2 8/A10.2 9/A10.2 PANIC HARDWARE W/ CLOSER E8 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E9 D B VINYL INSWING PATIO DOOR & FRAME 3' - 0" 6' - 8" 7/A10.2 8/A10.2 9/A10.2 PRIVACY E10 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E11 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E12 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E13 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E14 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E15 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E16 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E17 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E18 D B VINYL INSWING PATIO DOOR & FRAME 3' - 0" 6' - 8" 7/A10.2 8/A10.2 9/A10.2 PRIVACY E19 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E20 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E21 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E22 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E23 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E24 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E25 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E26 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E27 D B VINYL INSWING PATIO DOOR & FRAME 3' - 0" 6' - 8" 7/A10.2 8/A10.2 9/A10.2 PRIVACY E28 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E29 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO E30 C B VINYL SLIDING DOOR & FRAME 6' - 0" 6' - 8" 1/A10.2 2/A10.2 3/A10.2 SLIDING PATIO Interior 101 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 60 MIN. PASSAGE W/ CLOSER 102 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A STOREROOM 104 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 60 MIN. PASSAGE W/ CLOSER 105 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 60 MIN. STOREROOM W/ CLOSER 201 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 60 MIN. PASSAGE W/ CLOSER 203 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 60 MIN. PASSAGE W/ CLOSER 301 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 60 MIN. PASSAGE W/ CLOSER 303 E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 60 MIN. PASSAGE W/ CLOSER B E C SOLID CORE WOOD DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 11/A10.2 N/A 20 min. PRIVATE W/ CLOSER E F D HOLLOW CORE MASONITE DOOR & FRAME 2' - 8" 6' - 8" 10/A10.2 SIM. 11/A10.2 SIM. N/A PRIVACY EE G D DOUBLE HOLLOW CORE MASONITE DOOR & FRAME WITH FULL GLASS 5' - 0" 6' - 8" 10/A10.2 SIM. 11/A10.2 SIM. N/A PRIVACY Ee F D HOLLOW CORE MASONITE DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 SIM. 11/A10.2 SIM. N/A PRIVACY F F D HOLLOW CORE MASONITE DOOR & FRAME 2' - 8" 6' - 8" 10/A10.2 SIM. 11/A10.2 SIM. N/A PRIVACY Ff F D HOLLOW CORE MASONITE DOOR & FRAME 3' - 0" 6' - 8" 10/A10.2 SIM. 11/A10.2 SIM. N/A PRIVACY G H D HOLLOW CORE MASONITE DOOR & FRAME 5' - 8" 6' - 8" 12/A10.2 13/A10.2 N/A BYPASS J F D HOLLOW CORE MASONITE DOOR & FRAME 2' - 8" 6' - 8" 10/A10.2 SIM. 11/A10.2 SIM. N/A PASSAGE K F D HOLLOW CORE MASONITE DOOR & FRAME 2' - 4" 6' - 8" 10/A10.2 SIM. 11/A10.2 SIM. N/A PRIVACY DOOR SCHEDULEDOOR TYPE LEGEND DOOR FRAME TYPES TYPE MARK WINDOW FRAME TYPE HEIGHT WIDTH HEAD DETAIL JAMB DETAIL SILL DETAIL REMARKS A HOLLOW METAL 9' - 0" 4' - 6" B VINYL FIXED & CASEMENT 4' - 0" 3' - 0" C VINYL FIXED & CASEMENT 4' - 0" 3' - 0" D VINYL FIXED 1' - 4" 6' - 0" WINDOW SCHEDULE 5' -4" 5' -4"4' -6" no. description date 1 CITY REVIEW 05/10/22 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 CITY 05/10/22 1 THRESHOLD, SET IN SEALANT FLOOR FINISH PLYWOOD SUBFLOOR FLOOR JOIST - SEE STRUCTURAL DRAWINGS SIDING FULL THICKNESS BATT INSULATON FRAMING - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD AIR INFILTRATION BARRIER CONCRETE DECK OVER DECKING - SLOPE AWAY FROM BUILDING - SEE STRUCTURAL DRAWINGS FLOOR ASSEMBLY - SEE CR SERIES DRAWINGS VINYL SLIDING PATIO DOOR - SEE A10.1 FOR WINDOW AND DOOR TYPES SIDING SHIM AS NECESSARY FRAMING -SEE STRUCTURAL DRAWINGS PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS VINYL SLIDING PATIO DOOR -SEE A10.1 FOR WINDOW AND DOOR TYPES 5/8" GYPSUM WALL BOARD FULL THICKNESS BATT INSULATION AIR INFILTRATION BARRIER VAPOR BARRIER MDF TRIM FULL THICKNESS BATT INSULATION PREFINISHED METAL FLASHING WITH DRIP EDGE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS SIDING 5/8" GYPSUM WALL BOARD VINYL TRANSOM WINDOW - SEE A10.1 FOR WINDOW AND DOOR TYPES HEADER-SEE STRUCTURAL DRAWNGS VAPOR BARRIER AIR INFILTRATION BARRIER - EXTEND OVER FLASHING VINYL SLIDING PATIO DOOR - SEE A10.1 FOR WINDOW AND DOOR TYPES JAMB EXTENTION MDF TRIM FULL THICKNESS BATT INSULATION PREFINISHED METAL FLASHING WITH DRIP EDGE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS SIDING 5/8" GYPSUM WALL BOARD VINYL WINDOW - SEE A10.1 FOR WINDOW AND DOOR TYPES HEADER-SEE STRUCTURAL DRAWNGS VAPOR BARRIER AIR INFILTRATION BARRIER - EXTEND OVER FLASHING JAMB EXTENTION SIDING SHIM AS NECESSARY FRAMING -SEE STRUCTURAL DRAWINGS PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS VINYL WINDOW -SEE A10.1 FOR WINDOW AND DOOR TYPES 5/8" GYPSUM WALL BOARD FULL THICKNESS BATT INSULATION AIR INFILTRATION BARRIER VAPOR BARRIER FULL THICKNESS BATT INSULATION PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS SIDING - SEE A3.X FOR TYPES AND LOCATIONS VAPOR BARRIER 5/8" GYPSUM WALL BOARD VINYL WINDOW - SEE A10.1 FOR WINDOW TYPES SILL SHIM AS NECESSARY AIR INFILTRATION BARRIER MDF TRIM WOOD DOOR PER DOOR SCHEDULE - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED SHIM AS NECESSARY MDF TRIM FULL THICKNESS BATT INSULATION WALL CONSTRUCTION PER WALL TYPES - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED MDF TRIM FULL THICKNESS BATT INSULATION PREFINISHED METAL FLASHING WITH DRIP EDGE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS SIDING 5/8" GYPSUM WALL BOARD HOLLOW METAL DOOR/WINDOW AND FRAME - SEE A10.1 FOR WINDOW AND DOOR TYPES HEADER-SEE STRUCTURAL DRAWNGS VAPOR BARRIER AIR INFILTRATION BARRIER - EXTEND OVER FLASHING HOLLOW METAL DOOR - SEE A10.1 FOR WINDOW AND DOOR TYPES JAMB EXTENTION SIDING SHIM AS NECESSARY FRAMING -SEE STRUCTURAL DRAWINGS PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS HOLLOW METAL DOOR/WINDOW AND FRAME -SEE A10.1 FOR WINDOW AND DOOR TYPES 5/8" GYPSUM WALL BOARD FULL THICKNESS BATT INSULATION AIR INFILTRATION BARRIER VAPOR BARRIER INSULATED HOLLOW METAL DOOR, PAINTED EXTERIOR CONCRETE SLAB SET 1/4" BELOW F.F.E ISOLATION JOINT ADJUSTABLE DOOR SWEEP ALUMINUM THRESHOLD, SET IN SEALANT WOOD DOOR PER DOOR SCHEDULE - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED SHIM AS NECESSARY MDF TRIM WALL CONSTRUCTION PER WALL TYPES - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED WOOD DOOR PER DOOR SCHEDULE - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED SHIM AS NECESSARY MDF TRIM WALL CONSTRUCTION PER WALL TYPES - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED WOOD DOOR PER DOOR SCHEDULE - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED SHIM AS NECESSARY MDF TRIM FULL THICKNESS BATT INSULATION WALL CONSTRUCTION PER WALL TYPES - MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED DOOR HARDWARE 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 2 1 A M A10.2 WINDOW AND DOOR DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1 1/2" = 1'-0"A10.2 3 SILL @ SLIDING GLASS DOOR 1 1/2" = 1'-0"A10.2 2 JAMB @ SLIDING GLASS DOOR 1 1/2" = 1'-0"A10.2 1 HEAD @ SLIDING GLASS DOOR 1 1/2" = 1'-0"A10.2 4 WINDOW HEAD @ EXTERIOR 1 1/2" = 1'-0"A10.2 5 WINDOW JAMB @ EXTERIOR 1 1/2" = 1'-0"A10.2 6 WINOW SILL @ EXTERIOR 1 1/2" = 1'-0"A10.2 10 HEAD @ INTERIOR DOOR 1 1/2" = 1'-0"A10.2 7 HEAD @ HOLLOW METAL FRAME 1 1/2" = 1'-0"A10.2 8 JAMB @ HOLLOW METAL FRAME 1 1/2" = 1'-0"A10.2 9 THRESHOLD @ HM DOOR 1 1/2" = 1'-0"A10.2 11 JAMB @ INTERIOR DOOR 1 1/2" = 1'-0"A10.2 13 JAMB @ INTERIOR BYPASS DOOR 1 1/2" = 1'-0"A10.2 12 HEAD @ INTERIOR BYPASS DOOR no. description date C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING, SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS. C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS WHERE C2 IS EXPOSED.MAINTAIN FIRE RESISTANCE RAITING AT ALL PENETRATIONS. 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: PLACE SPRINKLER HEAD IN CEILING GRID AS DIAGRAMMED AT LEFT. PLACE HEAD IN CENTER OF 2X4 OR 2X2 TILE OR IN CENTER OF 1/2 OF A 2X4 OR 2X2 TILE - AS DIRECTED BY ARCHITECT. VERIFY LOCATION OF ALL SPRINKLER HEADS PRIOR TO FINAL PLACEMENT. 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 1 A5.3 ________1 A5.3 ________ B B C C D D E E G G 1 1 ________2 A3.1 ________1 A3.1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 2 A5.1 ________ 8 8 2 A5.3 ________2 A5.3 ________ 1 A5.2 ________ 1 A5.2 ________ 2 A5.2 ________ 2 A5.2 ________ 2 A5.4 ________2 A5.4 ________ 1 A5.5 ________1 A5.5 ________ 1 A5.4 ________1 A5.4 ________ ________1 A11.4 ________2 A11.4 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C28' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 0"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 9' - 0"C3 8' - 0"C1 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 9' - 0 7/8"C3 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 8' - 0"C1 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 8' - 0"C1 8' - 0"C1 092900.10 8' - 0"C1 092900.10 230000230000 230000230000 230000 260000260000 260000 260000260000 260000260000 260000260000260000 260000260000 260000260000 260000 260000260000 230000 230000230000 230000 230000 230000 230000 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 2 5 A M A11.1 1ST FLOOR REFLECTED CEILING PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES. 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 FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MAINTAIN ALL FIRE- RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCATED ABOVE SUSPENDED GYP. BOARD CEILINGS. 5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND ADMINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC. 6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION. GENERAL NOTES CEILING TYPES SYMBOL KEY 1/8" = 1'-0"A11.1 1 1ST FLOOR REFLECTED CEILING PLAN KEYED NOTES 092900.10 PAINTED,TEXTURED, TYPE X GYPSUM WALL BOARD CEILING 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date 1 A5.3 ________1 A5.3 ________ B B C C D D E E G G 1 1 ________1 A3.2 ________2 A3.1 ________1 A3.1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 ________2 A3.2 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 2 A5.1 ________ 8 8 2 A5.3 ________2 A5.3 ________ 1 A5.2 ________ 1 A5.2 ________ 2 A5.2 ________ 2 A5.2 ________ 2 A5.4 ________2 A5.4 ________ 1 A5.5 ________1 A5.5 ________ 1 A5.4 ________1 A5.4 ________ ________1 A11.5 ________2 A11.5 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 230000230000 230000230000 230000 260000260000 260000260000 260000260000260000 260000260000 260000 260000260000 230000230000 230000 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 9' - 0"C3 8' - 11 3/8"C28' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 9' - 0"C3 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 9' - 0"C3 8' - 0"C1 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 9' - 0"C3 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C18' - 0"C1 9' - 0"C3 C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING, SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS. C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS WHERE C2 IS EXPOSED.MAINTAIN FIRE RESISTANCE RAITING AT ALL PENETRATIONS. 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: PLACE SPRINKLER HEAD IN CEILING GRID AS DIAGRAMMED AT LEFT. PLACE HEAD IN CENTER OF 2X4 OR 2X2 TILE OR IN CENTER OF 1/2 OF A 2X4 OR 2X2 TILE - AS DIRECTED BY ARCHITECT. VERIFY LOCATION OF ALL SPRINKLER HEADS PRIOR TO FINAL PLACEMENT. 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 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 2 8 A M A11.2 2ND FLOOR REFLECTED CEILING PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A11.2 1 2ND FLOOR REFLECTED CEILING PLAN 1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES. 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 FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MAINTAIN ALL FIRE- RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCATED ABOVE SUSPENDED GYP. BOARD CEILINGS. 5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND ADMINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC. 6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION. GENERAL NOTES CEILING TYPES SYMBOL KEY KEYED NOTES 092900.10 PAINTED,TEXTURED, TYPE X GYPSUM WALL BOARD CEILING 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date 1 A5.3 ________1 A5.3 ________ B B C C D D E E G G 1 1 ________1 A3.2 ________2 A3.1 ________1 A3.1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 ________2 A3.2 1 A5.1 ________ 1 A5.1 ________ 2 A5.1 ________ 2 A5.1 ________ 8 8 2 A5.3 ________2 A5.3 ________ 1 A5.2 ________ 1 A5.2 ________ 2 A5.2 ________ 2 A5.2 ________ 2 A5.4 ________2 A5.4 ________ 1 A5.5 ________1 A5.5 ________ 1 A5.4 ________1 A5.4 ________ 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 9' - 0 7/8"C3 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C28' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 10' - 2"C310' - 2"C3 8' - 11 3/8"C28' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C18' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 092900.10 092900.10 092900.10 092900.10092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 8' - 0"C1 8' - 0"C1 092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 230000230000 230000230000230000230000 230000230000 8' - 0"C18' - 0"C1 8' - 0"C18' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 0"C1 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 092900.10092900.10 092900.10092900.10 092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 092900.10 C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING, SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS. C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS WHERE C2 IS EXPOSED.MAINTAIN FIRE RESISTANCE RAITING AT ALL PENETRATIONS. 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: PLACE SPRINKLER HEAD IN CEILING GRID AS DIAGRAMMED AT LEFT. PLACE HEAD IN CENTER OF 2X4 OR 2X2 TILE OR IN CENTER OF 1/2 OF A 2X4 OR 2X2 TILE - AS DIRECTED BY ARCHITECT. VERIFY LOCATION OF ALL SPRINKLER HEADS PRIOR TO FINAL PLACEMENT. 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 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 3 0 A M A11.3 3RD FLOOR REFLECTED CEILING PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"A11.3 1 3RD FLOOR REFLECTED CEILING PLAN 1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES. 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 FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MAINTAIN ALL FIRE- RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCATED ABOVE SUSPENDED GYP. BOARD CEILINGS. 5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND ADMINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC. 6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION. GENERAL NOTES CEILING TYPES SYMBOL KEY KEYED NOTES 092900.10 PAINTED,TEXTURED, TYPE X GYPSUM WALL BOARD CEILING 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL no. description date BCD 1 5 3 A 2 4 1 A5.1 ________ 2 A5.3 ________ 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 230000 230000 230000 230000 260000260000 260000 260000 EG 1 5 3 F 2 4 2 A5.1 ________ 2 A5.3 ________ 1 A5.2 ________2 A5.2 ________ 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 260000260000 260000 230000 230000 230000 230000 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: PLACE SPRINKLER HEAD IN CEILING GRID AS DIAGRAMMED AT LEFT. PLACE HEAD IN CENTER OF 2X4 OR 2X2 TILE OR IN CENTER OF 1/2 OF A 2X4 OR 2X2 TILE - AS DIRECTED BY ARCHITECT. VERIFY LOCATION OF ALL SPRINKLER HEADS PRIOR TO FINAL PLACEMENT. 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 C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING, SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS. C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS WHERE C2 IS EXPOSED.MAINTAIN FIRE RESISTANCE RAITING AT ALL PENETRATIONS. 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 3 3 A M A11.4 1ST FLOOR UNIT REFLECTED CEILING PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"A11.4 1 1ST FLOOR UNIT 1 AND 2 REFLECTED CEILING PLAN 1/4" = 1'-0"A11.4 2 1ST FLOOR UNIT 3 REFLECTED CEILING PLAN 1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES. 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 FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MAINTAIN ALL FIRE- RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCATED ABOVE SUSPENDED GYP. BOARD CEILINGS. 5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND ADMINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC. 6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION. GENERAL NOTESSYMBOL KEY CEILING TYPES KEYED NOTES 092900.10 PAINTED,TEXTURED, TYPE X GYPSUM WALL BOARD CEILING 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date EG 1 5 3 F 2 4 2 A5.1 ________ 2 A5.3 ________ 1 A5.2 ________2 A5.2 ________ 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C18' - 0"C1 8' - 0"C18' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 9' - 0"C3 8' - 0"C1 8' - 0"C1 8' - 0"C1 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 260000260000 230000 230000 230000 BCD 1 5 3 A 2 4 1 A5.1 ________ 2 A5.3 ________ 2 A5.4 ________ 1 A5.5 ________ 1 A5.4 ________ 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 8' - 0"C1 9' - 0"C3 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 11 3/8"C2 8' - 0"C1 8' - 0"C1 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 092900.10092900.10 092900.10 092900.10 092900.10 092900.10 092900.10 230000 230000 230000 230000 260000260000260000 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: PLACE SPRINKLER HEAD IN CEILING GRID AS DIAGRAMMED AT LEFT. PLACE HEAD IN CENTER OF 2X4 OR 2X2 TILE OR IN CENTER OF 1/2 OF A 2X4 OR 2X2 TILE - AS DIRECTED BY ARCHITECT. VERIFY LOCATION OF ALL SPRINKLER HEADS PRIOR TO FINAL PLACEMENT. 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 C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING, SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS. C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS WHERE C2 IS EXPOSED.MAINTAIN FIRE RESISTANCE RAITING AT ALL PENETRATIONS. 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 3 5 A M A11.5 2ND & 3RD FLOOR UNIT REFLECTED CEILING PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"A11.5 1 2ND &3RD FLOOR UNIT 3 REFLECTED CEILING PLAN 1/4" = 1'-0"A11.5 2 2ND & 3RD FLOOR UNITS 1 AND 2 REFLECTED CEILING PLAN 1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES. 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 FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MAINTAIN ALL FIRE- RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCATED ABOVE SUSPENDED GYP. BOARD CEILINGS. 5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND ADMINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC. 6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION. GENERAL NOTESSYMBOL KEY CEILING TYPES KEYED NOTES 092900.10 PAINTED,TEXTURED, TYPE X GYPSUM WALL BOARD CEILING 230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL 260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL no. description date 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 5/ 1 0 / 2 0 2 2 9 : 5 9 : 3 5 A M A12.1 PRODUCT SPECIFICATIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O KEYED NOTE NO.: 072413 -EXTERIOR INSULATION FINISH SYSTEM (EIFS) -DRYVIT OUTSULATION SYSTEM -OR EQUAL DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: DRYVIT OUTSULATION SYSTEM DESCRIPTION: EXTERIOR INSULATION FINISH SYSTEM (EIFS) MANUFACTURER: DRYVIT COLOR: TO BE DETERMINED DIMENSIONS: N/A NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://www.dryvit.com/systems/continuous-insulation/outsulation/ 1. AQUAFLASH(R) FLASHING SYSTEM 2. ADHESIVE 3. PRE-BASED STARTER BOARD 4. EPS CONTINUOUS INSULATION 5. BASE COAT 6. REINFORCING MESH 7. FINISH KEYED NOTE NO.: 066113.02 -CULTURED MARBLE FABRICATIONS -WALL SURROUNDS DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: WHITEWATER DESCRIPTION: CULTURED MARBLE WALL SURROUND MANUFACTURER: WHITEWATER COLOR: TYVARIAN SERIES 1 -TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://whitewaterinc.com/available-colors-2/ KEYED NOTE NO.: 066113.10 -FIBERGLASS REINFORCED ACRYLIC/ABS -SHOWER BASE DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: DREAMLINE SLIM LINE 36 IN. D X 60 IN. W CENTER DRAIN SINGLE THRESHOLD SHOWER BASE DESCRIPTION: FIBERGLASS REINFORCED ACRYLIC/ABS SHOWER BASE MANUFACTURER: DREAMLINE COLOR: TO BE DETERMINED. DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://dreamline.com/shower-bases/dreamline-slimline-single-threshold-shower-base_dlt-1130600.html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https://www.schlage.com/en/home/products/FC21LATFFFKIN.html KEYED NOTE NO.: 123661.19 -QUARTZ AGGLOMERATE COUNTERTOPS DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: QUARTZ COUNTERTOP DESCRIPTION: QUARTZ COUNTERTOP MANUFACTURER: WHITEWATER COLOR: SERIES 1 QUARTZ COLORS DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://whitewaterinc.com/kitchen-countertops/ KEYED NOTE NO.: 096513 -RESILIENT BASE DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: RESILIENT BASE DESCRIPTION: CONTOURED RESILIENT BASE MANUFACTURER: TARKETT/JOHNSONITE COLOR: TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://commercial.tarkett.com/en_US/collection-C000490-millwork-wall-finishing-system KEYED NOTE NO.: 064116 -PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS DESCRIPTION: THERMALLY FUSED LAMINATE (TFL) CLAD CABINETS MANUFACTURER: WILSONART COLOR: TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://www.wilsonart.com/tfl-panels KEYED NOTE NO.: 085313 -VINYL WINDOWS AND DOORS DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: TRINSIC SERIES V300 VINYL WINDOWS AND DOORS DESCRIPTION: VINYL WINDOWS AND DOORS MANUFACTURER: MILGARD COLOR: BLACK EXTERIOR, BLACK INTERIOR DIMENSIONS: REFER TO THE DRAWINGS NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://www.milgard.com/windows/trinsic-series KEYED NOTE NO.: 074213 -METAL WALL PANELS DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: METAL WALL PANELS DESCRIPTION: 12" WIDE FLAT METAL WALL PANELS MANUFACTURER: METAL SALES COLOR: TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://www.metalsales.us.com/products/tlc-1/ KEYED NOTE NO.: 074643.13 -ENGINEERED WOOD SIDING DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: ENGINEERED WOOD SIDING DESCRIPTION: CEDAR TEXTURED LAP SIDING MANUFACTURER: LP BUILDING SOLUTIONS COLOR: TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://lpcorp.com/products/exterior/siding-trim/products/lap-siding KEYED NOTE NO.: 074646 -FIBER CEMENT SIDING DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: FIBER CEMENT SIDING DESCRIPTION: FIBER CEMENT PANEL SIDING -FINE SAND TEXTURE MANUFACTURER: JAMES HARDIE COLOR: TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://www.jameshardie.com/products/hardie-architectural-collection KEYED NOTE NO.: 074646.13 -FIBER CEMENT SIDING ALUMINUM TRIM DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: FIBER CEMENT SIDING ALUMINUM TRIM DESCRIPTION: MISCELLANEOUS TRIM PROFILES FOR FIBER CEMENT PANEL SIDING AS REQUIRED MANUFACTURER: FLANNERY, INC. COLOR: TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS. NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://flannerytrim.com/product-category/exterior-trim/cement-panel-trim/ KEYED NOTE NO.: 081433.10 -2-PANEL HOLLOW CORE MASONITE DOORS DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: 2 PANEL HOLLOW CORE MASONITE DOORS DESCRIPTION: 2 SQUARE PANEL HOLLOW CORE MASONITE DOORS MANUFACTURER: MASONITE COLOR: TO BE DETERMINED DIMENSIONS: REFER TO THE DRAWINGS NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://residential.masonite.com/products/door/interior/2-panel-square/LxMG8l KEYED NOTE NO.: 081433.05 -2-PANEL MDF FIRE RATED DOOR DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: 2-PANEL MDF FIRE RATED DOOR DESCRIPTION: 2-PANEL MDF FIRE RATED DOOR 20 MIN. AND 60 MIN. SEE SCHEDULE MANUFACTURER: SIMPSON COLOR: TO BE DETERMINED DIMENSIONS: REFER TO THE DRAWINGS NOTES: 1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES. 2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING. 3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO MANUFACTURING. 4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION. 5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE. 6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS. https://www.simpsondoor.com/door-series/interior/infinity-doors/ no. description date CAST IN PLACE CENTERLINE CENTERLINE OF BEAM CENTERLINE OF COLUMN CENTERLINE OF WALL CLEAR CONCRETE CONCRETE CONTROL JOINT CONCRETE SAWCUT JOINT CONCRETE MASONRY UNIT CONNECTION CONTINUOUS DEAD LOAD DOWN DRAWING(S) EQUAL EQUIPMENT EXPANSION JOINT EACH WAY FINISHED FLOOR FACE OF STEEL FACE OF WALL GAUGE GALVANIZED GENERAL STRUCTURAL NOTES CENTERLINE OF FOOTING FACE OF MEMBER EXPANSION BOLT EDGE OF SLAB DIAMETER GALV. GSN DN. DWG(S) EQ. EQUIP. EXP. JT (E.J.) E.W. F.F. F.O.S. F.O.W. GA. F.O.M. EXP. BOLT E.O.S. o OR DIA. C.I.P. C.L. C.L.B. C.L.C. C.L.W. CLR CONC C.C.J. C.S.J. C.M.U. CONN. CONT. D.L. C.L.F. W/ WITH W/O WITHOUT T.O.P. U.N.O. W.W.F. TYP. VERT T.O.S. T.O.W. T.O.D. T.O.F. T.O.L. T.O.M. STD T.O.B. T.L. SLH SLV SIM. SQ. PSF PSI REINF. PREFAB OPP. P.C. PLF N.T.S. O.C. O.F.W. TOP OF FOOTING UNLESS NOTED OTHERWISE WELDED WIRE FABRIC TOP OF MASONRY TOP OF PLATE TOP OF STEEL TOP OF WALL TYPICAL VERTICAL STANDARD TOP OF BEAM TOP OF DECK TOP OF LEDGER TOTAL LOAD OUTSIDE FACE OF WALL PRECAST CONCRETE POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH SHORT LEG VERTICAL SHORT LEG HORIZONTAL REINFORCING SIMILAR SQUARE NOT TO SCALE ON CENTER OPPOSITE PREFABRICATED AGGREGATE BASE COURSE AIR CONDITIONER ABOVE FINISHED FLOOR ALTERNATE ANCHOR BOLT AT (MEASUREMENT) BEAM BOTTOM OF BEAM BOTTOM OF DECK BEARING BELOW FINISHED FLOOR BOTTOM OF FOOTING A.B.C. A/C A.F.F. ALT. A.B. @ BM B.O.B. B.O.D. BRG B.F.F B.O.F. ABBREVIATIONS LBS (#) MFR('S) M.C.J. MECH'L. N/A LLV LLH HORIZ. K(KIP) GLB (GLULAM) I.F.W. L.L. LONG LEG VERTICAL MANUFACTURER('S) MASONRY CONTROL JOINT NOT APPLICABLE LONG LEG HORIZONTAL GLUED-LAMINATED BEAM INSIDE FACE OF WALL POUNDS MECHANICAL HORIZONTAL 1000 POUNDS LIVE LOAD EXISTING(E) MIN.MINIMUM MAX.MAXIMUM SYMBOLS LEDGEND WALLS WITH SOLID LINES DESIGNATE STRUCTURAL (BEARING) WALLS. WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING) WALLS. WALLS WITH HATCH DESIGNATE MASONRY WALLS. , , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL LENGTH. 5 6 7 , , - AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION. A B INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL DETAILS FOR FRAMING INFORMATION. - AS SHOWN ON PLAN INDICATES A HELICAL PIER. XXXX CS16, CMSTC16, ECT. - AS SHOWN AT WALL OPENINGS INDICATE STRAPPING, PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL. D=xxx# INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH TENSION AND COMPRESSION. STEP INDICATES STEPPED OR DEPRESSED SLAB. C=X" INDICATES CAMBER IN BEAM. INDICATES RIDGID CONNECTION. (NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT) P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START AT THE LEVEL THEY ARE CALLED OUT ON. PX SCX RME XXX# 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 5/ 9 / 2 0 2 2 6 : 0 5 : 5 4 P M S1.0 GENERAL STRUCTURAL NOTES 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O SHEET INDEX SHEET DESCRIPTION DETAILS S1.0 GENERAL STRUCTURAL NOTES --- S1.1 SPECIAL INSPECTIONS --- S1.2 TYPICAL DETAILS T - SERIES S1.3 TYPICAL DETAILS T - SERIES S2.0 FOUNDATION PLAN --- S2.1 SECOND FLOOR FRAMING PLAN --- S2.2 THIRD FLOOR FRAMING PLAN --- S2.3 ROOF FRAMING PLAN --- S3.0 FOUNDATION DETAILS 100 - SERIES S4.0 FLOOR FRAMING DETAILS 200 - SERIES S4.1 FLOOR FRAMING DETAILS 200 - SERIES S5.0 ROOF FRAMING DETAILS 300 - SERIES LOCATION LIVE / SNOW LOAD DEAD LOAD LOCATION:MINIMUM COVER TOLERANCE USE:CONCRETE STRENGTH: MAX W/C RATIO AIR ENTRAINMENT USE:MATERIAL: GENERAL REQUIREMENTS: BASIS FOR DESIGN: FOUNDATION NOTES:CONCRETE:WOOD:DEFERRED SUBMITTAL ITEMS: 1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3). 2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS. 4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. 1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY OF REXBURG AMENDMENTS. RISK CATEGORY = II 2. VERTICAL LOADS: ROOF ROOF = 35 PSF GROUND = 50 PSF 18 PSF FLOOR (RESIDENCE)40 PSF 33 PSF 3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE MAY BE COMBINED. 4.ALL FOUNDATIONS SHALL BEAR ON COMPETENT, UNDISTURBED, NATIVE SANDY LEAN CLAY SOILS, POORLY GRADED GRAVEL SEDIMENTS, OR COMPACTED STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY AS DETERMINED BY ASTM D1557. EXISTING ORGANIC MATERIALS AND PLOW ZONE MATERIALS MUST BE COMPLETELY REMOVED FROM BELOW FOUNDATION ELEMENTS. GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. 5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE, COMPLYING WITH IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SPECIFICATIONS, WITH MAXIMUM 3/4-INCH CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. A MOISTURE-RETARDER SHOULD BE PLACED BENEATH FLOOR SLABS TO MINIMIZE POTENTIAL GROUND MOISTURE EFFECTS ON MOISTURE-SENSITIVE FLOORS COVERINGS. THE MOISTURE-RETARDER SHOULD BE AT LEAST 15-MIL IN THICKNESS AND HAVE A PERMEANCE OF LESS THAN 0.01 US PERMS AS DETERMINED BY ASTM E96. ORGANIC, LOOSE OR OBVIOUSLY COMPRESSIVE MATERIALS MUST BE REMOVED PRIOR TO PLACEMENT OF CONCRETE FLOORS OR FLOOR-SUPPORTING FILL. IN ADDITION, THE REMAINING SUBGRADE SHOULD BE TREATED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE EARTHWORK SECTION OF THE GEOTECHNICAL REPORT. AREAS OF EXCESSIVE YEILDING SHOULD BE EXCAVATED AND BACKFILLED WITH STRUCTURAL FILL. FILL USED TO INCREASE THE ELEVATION OF THE FLOOR SLAB SHOULD MEET REQUIREMENTS DETAILED IN THE STRUCTURAL FILL SECTION OF THE GEOTECHNICAL REPORT. FILL MATERIALS MUST BE COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DRY DENSITY AS DETERMIED BY ASTM D1557. 6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED BELOW. THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: ALLOWABLE BEARING PRESSURE 2000 PSF ALLOWABLE LATERAL BEARING PRESSURE 330 PSF/FT ALLOWABLE LATERAL SLIDING COEFFICIENT 0.35 FOUNDATION BEARING DEPTH 36" BELOW FINISHED GRADE 2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER CUBIC FOOT USING HARD ROCK AGGREGATES. AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. . 3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. 4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS: 5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE. 6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY. 7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING CONCRETE. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. 8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS (EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE WITHIN 16 HOURS OF CONCRETE BATCHING. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. 9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS SHALL NOT IMPAIR THE STRENGTH OF THE WORK. 10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. 11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306. 12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. 13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE. CAST AGAINST EARTH (FOOTINGS)3"± 3/8" SLABS ON GRADE 1 1/2" EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND ROOF SLAB 1" STRUCTURAL SLABS AND WALLS BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS: FOOTINGS 3500 PSI 0.50 5.5% ± 1% FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1% INTERIOR CONCRETE SLABS ON GRADE 3500 PSI 0.45 N/A BEAMS, COLUMNS, ELEVATED SLABS, WALLS 4500 PSI 0.45 5.5% ± 1% 1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2" (NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ES APPROVAL. 2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED OTHERWISE IN SCHEDULES: 2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) 2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) JOISTS, TOP PLATES AND ALL OTHER SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) LOCATION:NOMINAL THICKNESS: SPAN INDEX RATING: EDGE ATTACHMENT: FIELD ATTACHMENT: WALL 8d AT 6" O.C.8d AT 12" O.C. ROOF 8d AT 6" O.C. 8d AT 12" O.C. ROOF 8d AT 6" O.C. 8d AT 12" O.C. ROOF 10d AT 6" O.C. 10d AT 12" O.C. ROOF 10d AT 6" O.C. 10d AT 12" O.C. ROOF 10d AT 6" O.C. 10d AT 12" O.C. FLOOR 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. FLOOR 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. FLOOR 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. 3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING, COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS: SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT LEAST 1 1/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE. PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BEUSED ON ROOFS WHERE BUILT UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI, MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS, AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT. DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010. 5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI, FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON A RADIUS OF CURVATURE OF 2000 FEET. 6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX = 2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI. ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. 7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI. 8. PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI. 9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI. 10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR. SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM, 4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS) SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS. 11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307. BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø (DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT LOOSENING. 12. PREFABRICATED WOOD ROOF TRUSSES GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS) ± 1/4" 1 1/2"± 3/8" ± 3/8" 1/8" 3/4"1/8" 1 1/2"3/8" PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20 PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS. BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. 7/16" OR 1/2" 7/16" OR 1/2" 15/32" OR 1/2" 19/32" OR 5/8" 23/32" OR 3/4" 7/8" 3/4" T&G 7/8" T&G 1 1/8" T&G 24/16 24/16 32/16 40/20 48/24 60/32 48/24 60/32 60/48 1. 2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION. FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY: ATLAS TECHNICAL CONSULTANTS, LLC. REPORT NO. E220171g DATED FEBRUARY 21, 2022. REINFORCING STEEL: 1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER. ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, BEAMS, AND ELEVATED SLAB REINFORCING. 2. WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60 BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. 3. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. STEEL: 1.MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL BE ASTM A500 (FY = 46 KSI). 2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS. 3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. 4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 5. STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE). BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD. 6.DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. 7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS. ELEMENTS LIVE LOAD TOTAL LOAD 4. SEISMIC DESIGN PARAMETERS: ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE FACTOR Ie = 1.00 SITE CLASS D (ASSUMED) SEISMIC DESIGN CATEGORY D MAPPED SPECTRAL RESPONSE ACCELERATIONS S1 = 0.143, SS = 0.370 DESIGN SPECTRAL RESPONSE ACCELERATIONS PERCENT SNOW INCLUDED WITH SEISMIC LOADS 20 VERTICAL SHEAR TRANSFER ELEMENTS: PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.057 5. WIND DESIGN PARAMETERS (STRENGTH): ULTIMATE WIND SPEED 115 MPH (3 SECOND GUST) WIND EXPOSURE C IMPORTANCE FACTOR Iw = 1.00 INTERNAL PRESSURE COEFFICIENT -0.18 COMPONENT AND CLADDING PRESSURE 26.9 PSF NET UPLIFT ON ROOF 25 PSF STAIRS 100 PSF 25 PSF 3. DEFLECTION LIMITS: ROOF TRUSSES/JOISTS L/360 L/240 FLOOR TRUSSES/JOISTS L/720 L/240 BEAMS L/360 L/240 BALCONY 60 PSF 33 PSF SD1 = 0.221, SDS = 0.371 FLOOR (CORRIDOR) 100 PSF 53 PSF STEEL DECKING: 1.PROTECT STEEL DECK FROM CORROSION, DEFORMATION, AND OTHER DAMAGE DURING DELIVERY, STORAGE AND HANDLING. IF GROUND STORAGE IS NEEDED, THE DECK BUNDLES MUST BE STORED OFF THE GROUND, WITH ONE END ELEVATED TO PROVIDE DRAINAGE. BUNDLES MUST BE PROTECTED AGAINST CONDENSATION WITH A VENTILATED WATERPROOF COVERING. BUNDLES MUST BE STACKED SO THERE IS NO DANGER OF TIPPING, SLIDING, ROLLING, SHIFTING OR MATERIAL DAMAGE. BUNDLES MUST BE PERIODICALLY CHECKED FOR TIGHTNESS, AND RETIGHTENED AS NECESSARY. DECK BUNDLES PLACED ON THE BUILDING FRAME MUST BE PLACED NEAR A MAIN SUPPORTING BEAM AT A COLUMN OR WALL. IN NO CASE ARE THE BUNDLES TO BE PLACED ON UNBOLTED FRAMES OR ON UNATTACHED AND/OR UNBRIDGED JOISTS. THE STRUCTURAL FRAME MUST BE PROPERLY BRACED TO RECEIVE THE BUNDLES. 2.EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK OF THIS SECTION. ALL OSHA RULES FOR ERECTION MUST BE FOLLOWED. PLACE DECK IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS. LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS. INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO ANSI/SDI RD - 2010 AND IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS AND REQUIREMENTS OF THIS SECTION. PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITION WITH ENDS ALIGNED. ATTACH FIRMLY TO THE SUPPORTS INNEDIATELY AFTER PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM. CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING. TRADES THAT SUBSEQUENTLY CUT UNSCHEDULED OPENINGS THROUGH THE DECK ARE RESPONSIBLE FOR REINFORCING THE OPENINGS. BEFORE PLACEMENT OF ROOF INSULATION AND ROOF COVERING, THE DECK SHALL BE INSPECTED FOR TEARS, DENTS OR OTHER DAMAGE THAT MAY PREVENT THE DECK FROM ACTING AS A STRUCTURAL ROOF BASE. THE NEED FOR REPAIR OF DAMAGED DECK SHALL BE DETERMINED BY THE ENGINEER OF RECORD BASED ON STRUCTURAL PERFORMANCE, UNLESS AESTHETICS HAVE BEEN SPECIFICALLY ADDRESSED IN THE CONTRACT DOCUMENTS. DO NOT USE DECK UNITS AS A WORKING PLATFORM OR STORAGE AREA UNTIL UNITS ARE IN POSITION AND PERMANENTLY ATTACHED TO THE STRUCTURE. CONSTRUCTION LOADS MUST NOT EXCEED LOAD CARRYING CAPACITY OF THE DECK. 1 no. description date 1 CITY REVIEW COMMENTS 05/10/2022 05/10/2022 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 5/ 9 / 2 0 2 2 6 : 0 5 : 5 7 P M S1.1 SPECIAL INSPECTIONS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no. description date 1 CITY REVIEW COMMENTS 05/10/2022 05/10/2022 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 5/ 9 / 2 0 2 2 6 : 0 6 : 0 9 P M S1.2 TYPICAL DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no. description date 05/10/2022 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 5/ 9 / 2 0 2 2 6 : 0 6 : 2 1 P M S1.3 TYPICAL DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no. description date 05/10/2022 B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 888 7 7 6 6 5 5 4 4 3 3 2 2 1 1 G G F F E E D D C C B B A A 9 9 10 10 78 ' - 0 " 105'-0" 11'-0"27'-0"17'-0"17'-0"27'-0"6'-0" 4' - 0 " 17 ' - 2 " 12 ' - 4 " 3' - 0 " 5' - 0 " 3' - 0 " 12 ' - 4 " 17 ' - 2 " 4' - 0 " 31'-0"6'-8 3/4"3 1/4"9'-8"14'-8"9'-3 1/4"4 3/4"7'-0"20'-0"3'-6"2'-6" 6'-0" 4'-9 3/4"2'-8 1/4" 7'-6"3'-6" 20'-0"6'-8 3/4"3 1/4"9'-8"7'-4"7'-4"9'-3 1/4"4 3/4"7'-0"20'-0"3'-6"2'-8 1/4" 16'-8"14'-8"16'-8" 2 1 / 4 " 2 1 / 4 " 2 1 / 4 " 2 1 / 4 " 21 ' - 2 " 11 ' - 0 " 14 ' - 0 " 7' - 2 " 14 ' - 0 " 7' - 2 " 11 ' - 0 " 7' - 2 " 14 ' - 0 " 16'-8"16'-8" / W1WF18 / W1WF18 / W1WF18 WF18 WF18WF18 WF24 WF18 WF18WF18 WF18 WF18 WF18 WF24 WF18 WF18 WF18 WF18 WF18 / W1WF18 / W1WF18 / W1WF18 / W1WF24 / W1WF18 / W1WF18 / W1WF18 / W1WF18 / W1WF18 / W1WF18 / W1WF18 / W1WF24 / W1WF18 / W1WF18 / W1WF24 / W1WF18 / W1WF18 / W1WF18 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 / W 1 WF 1 8 S3.0 101 S3.0 102 S3.0 102 S3.0 101 S3.0 103 S3.0 106 S3.0 103 S3.0 103 S3.0 106 S3.0 103 S3.0 101 S3.0 102 S3.0 102 S3.0 101 S3.0 101 S3.0 101 WF 1 8 WF 1 8 A WF 1 8 WF 1 8 A WF 1 8 WF 1 8 WF 1 8 WF 1 8 A WF 1 8 WF 1 8 A WF 1 8 W F 1 8 S3.0 102 S3.0 104 S3.0 104 S3.0 105 S3.0 105 S3.0 105 WF 1 8 WF18WF18 WF18 WF 1 8 S3.0 104 S3.0 104 S3.0 105 S3.0 105 S3.0 105 S3.0 104 S3.0 104 S3.0 101 S3.0 102 S3.0 102 S3.0 102 S3.0 101 S3.0 101 S3.0 101 S3.0 102 S3.0 101 S3.0 102 S3.0 102 S3.0 101 5 5 5 5 5 6. 6. 6. 6. 6. 6. 6.6.6.6.6.6.6. 6.6.6.6.6.6. 6.6. 6.6. A A B B B B A A A A A A A A A A A A A A A A A A A CONCRETE SLAB ON GRADE CONCRETE SLAB ON GRADE W/ EACH WAY CENTERED IN SLAB THICKNESS OVER COMPACTED FILL. (SEE GSN) 4"#3 AT 18" O.C. PROVIDE SLAB JOINTS PER TYPICAL DETAIL WITHIN 16 HOURS OF BATCH TIME MIN 1'-0" MIN 1'-0" MIN 1'-0" MIN 1'-0" MIN 1'-0" MIN 1'-0" F24 6 6 8 8 8 8 11 11 11 11 WF 1 8 WF 1 8 S3.0 107S3.0 107 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 5/ 9 / 2 0 2 2 6 : 0 6 : 2 2 P M S2.0 FOUNDATION PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O NORTH WALL (W) SCHEDULE TYPE MATERIAL THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS W1 CONCRETE 8" #4 AT 18" O.C. #4 AT 12" O.C. TOP HORIZONTAL BAR TO BE WITHIN THE TOP 6" OF WALL FOOTING SCHEDULE MARK LENGTH WIDTH THICKN ESS REINFORCING REMARKS F24 24" 24" 10" (2) #4 EACH WAY BOTTOM WF18 CONT 18" 10" (2) #4 CONT BOTTOM STRIP FOOTING WF18A CONT 18" 10" (2) #4 CONT TOP & BOTTOM STRIP FOOTING WF24 CONT 24" 10" (2) #4 CONT BOTTOM STRIP FOOTING KEYNOTES 6 EPOXY FOOTING REINFORCEMENT INTO CONCRETE WALL W/ 4" MIN EMBEDMENT 8 PROVIDE ANCHOR AT HOLDOWN, SEE TYPICAL ANCHORAGE FOR "HD" TYPE HOLDOWN DETAIL 11 C12x20.7 STEEL STAIR STRINGER, SEE DETAIL 217 FOR CONNECTIONS AT FLOOR FOUNDATION PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE 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. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL INFORMATION. E. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. F. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. G. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. H. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO. I. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/OR RAISED SLABS WITH ARCHITECTURAL DRAWINGS. J. FOR SIDEWALK AND LANDING LOCATIONS, SEE ARCHITECTURAL DRAWINGS. HOLDOWN SCHEDULE MARK HOLDOWN SHEARWALL END POST UNO ON PLAN ALTERNATE HOLDOWN A SIMPSON STHD10 (2) 2x STUDS N/A B SIMPSON LTTP2 (2) 2x STUDS N/A C SIMPSON HTT4 (2) 2x STUDS MSTC40 D SIMPSON LTTP2 (2) 2x STUDS MSTC28 SCALE: 1/8" = 1'-0" FOUNDATION PLAN 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 SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 5 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. 1 no. description date 1 CITY REVIEW COMMENTS 05/10/2022 05/10/2022 OPEN OPEN OPEN B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 888 7 7 6 6 5 5 4 4 3 3 2 2 1 1 G G F F E E D D C C B B A A 9 9 10 10 TYPICAL FLOOR SHEATHING: 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. B1 B1 B7 B2 B1 B1 B2 B1 B1 B1 B1 B2 B1 B1 B5 B1 B2 B4 B1 B1 B1 B1 B4 B2 B7 B1 B1 B2 B1 B2 B1 B1 B2 B4 B1B1 B1B4B2 B5 B5 B5 B5 B8 B9 B1 B1 B1 B1B1B1 B5B1 B5 B5 B5 B1 B1 B8 B9 B7B1B1B1B1B1B1B1 B1 B1B1B1B1 B1 WJ2 WJ1 WJ2 HSS8x2x3/16 HSS8x2x3/16 HSS8x2x3/16 HSS8x2x3/16 HS S 8 x 2 x 3 / 1 6 HS S 8 x 2 x 3 / 1 6 HS S 8 x 2 x 3 / 1 6 HS S 8 x 2 x 3 / 1 6 1 1 1 1 11 1 1 33 22 P1 P1P5P5 P1P1P1P1P1P1P1P1 P1P1 P1P1P1P1P1P1P1P1 P1 P1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 S4.0 201 S4.0 206 S4.0 206 S4.0 207 S4.0 201 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 206 S4.0 206 S4.0 207 S4.0 201 S4.0 201 S4.0 203 S4.0 204 S4.0 204 S4.0 203 S4.0 208 S4.0 205 S4.0 205 S4.0 208 S4.0 208 S4.0 205 S4.0 205 S4.0 208 P1 P1 P2 P2 P2 P2 P1 P1 4 TYP B3 5 5 5 5 5 6. 6. 6. 6. 6. 6. 6.6.6.6.6.6.6.CS16 S4.0 209 S4.0 210 S4.0 210 S4.0 209 S4.0 209 S4.0 209 6.6.6.6.6.6. 6.6. 6.6. CS16CS16CS16 C C C C C C C C C C C C C C C C C C S4.0 211 TYP S4.0 211 TYP S4.0 214 S4.0 214 S4.0 214 S4.0 214 S4.0 211 S4.0 211 TYP TYP TYP TYP S4.0 211 S4.0 211TYP S4.0 211 TYPS4.0 211 S4.0 212 S4.0 212 S4.0 203 S4.0 212 S4.0 212 S4.0 203 S4.0 203 B B B B S4.0 212 S4.0 212 S4.0 213 S4.0 203 S4.0 203 S4.0 203 S4.0 212 S4.0 212 S4.0 216 B3 7 P4P4 P4 10 10 10 10 10 10 11 1111 11 B1 0 B1 0 11 11 11 11 13 13 13 13 13 13 1313 S4.1 218 S4.1 218 S4.1 219 S4.1 219 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 5/ 9 / 2 0 2 2 6 : 0 6 : 2 7 P M S2.1 SECOND FLOOR FRAMING PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O NORTH POST (P) SCHEDULE MARK SIZE SPECIES AND GRADE CONNECTION P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P2 (3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P3 6x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P4 (2) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL P5 (4) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL WOOD JOIST (WJ) SCHEDULE MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER WJ1 2x10 AT 12" O.C. DU210 N/A WJ2 11 7/8" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88 BEAM (B) SCHEDULE MARK SIZE B1 (2) 2x6 B2 (2) 2x8 B3 (2) 2x10 B4 (3) 2x10 OR (2) 1 3/4x7 1/4 LVL B5 (2)1 3/4x11 7/8 B6 (3)1 3/4x9 1/2 LVL B7 (3)1 3/4x11 7/8 B8 (3)1 3/4x9 1/4 LVL B9 (2)1 3/4x9 1/4 LVL B10 7x9 1/4 PSL KEYNOTES 1 3.5" THICK NORMAL WEIGHT CONCRETE W/ 6x6-W1.4xW1.4 WWF CENTERED IN TOP 2" OF SLAB OVER 22 GAGE B FORMLOK STEEL DECK W/ G90 GALVANIZED COATING W/ HILTI X-HSN 24 FASTENERS ATTACHMENT PATTERN: 36/4, 12" O.C. PARRALLEL SUPPOERTS, 24" O.C. VSC2 SIDELAP 2 HUC26-2 (MAX) HANGER 3 HHUS410 HANGER 4 (2) 1.75x11.88 LVL BLOCKING W/ MIT411.88 HANGER EACH END. BLOCKING TO ALIGN W/ BEARING WALL ABOVE. 7 HUC210-2 HANGER 10 BEARING WALL FRAMING SHALL BE 2x4 STUDS AT 16" O.C. 11 C12x20.7 STEEL STAIR STRINGER, SEE DETAIL 217 FOR CONNECTIONS AT FLOOR 13 STEEL BEAMS AND END PLATES TO BE HOT-DIPPED GALVANIZED FLOOR FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS, (1) TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS. FOR ATTACHMENT, SEE "TYPICAL HEADER CONNECTION" DETAIL. F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. G. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL INFORMATION. H. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. I. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS, PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL. J. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. K. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. L. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 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 SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 5 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. SCALE: 1/8" = 1'-0" SECOND FLOOR FRAMING PLAN HOLDOWN SCHEDULE MARK HOLDOWN SHEARWALL END POST UNO ON PLAN ALTERNATE HOLDOWN A SIMPSON STHD10 (2) 2x STUDS N/A B SIMPSON LTTP2 (2) 2x STUDS N/A C SIMPSON HTT4 (2) 2x STUDS MSTC40 D SIMPSON LTTP2 (2) 2x STUDS MSTC28 no. description date 05/10/2022 OPEN OPENOPEN B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 888 7 7 6 6 5 5 4 4 3 3 2 2 1 1 G G F F E E D D C C B B A A 9 9 10 10 TYPICAL FLOOR SHEATHING: 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. B2 B1 B5 B1 B1B1 B2 B4 B1 B1 B1 B1 B1B1 B4 B2 B1 B1 B1 B1 B7 B2 B5B5B5B5B1B1 B1 B1 B1 B2 B1 B2 B10 B1 0 B1 B1B1B7 B1 B2 B4 B1 B1 B1 B1 B1B1 B4 B2 B1 B1 B1 B1 B7 B5B5B5B5 B2 B1 B10 B1 B1 HSS8x2x3/16 HSS8x2x3/16 HSS8x2x3/16 HSS8x2x3/16 B1 B5 B1 B1 B1 B1 B1 B1 HS S 8 x 2 x 3 / 1 6 HS S 8 x 2 x 3 / 1 6 HS S 8 x 2 x 3 / 1 6 HS S 8 x 2 x 3 / 1 6 WJ2 WJ2 B1 0 B1 0 B1 0 WJ1 1 1 1 1 1 1 1 1 P1 P1 2 P5P5 P1P1P1P1P1P1P1P1 P1P1 2 P1P1P1P1P1P1P1P1 P1 P1 2 S4.0 201 S4.0 206 S4.0 206 S4.0 207 S4.0 201 55 22 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 S4.0 202 S4.0 202 S4.0 202 S4.0 202S4.0 206 S4.0 206 S4.0 207 S4.0 201 S4.0 201 S4.0 203 S4.0 204 S4.0 204 S4.0 203 S4.0 208 S4.0 205 S4.0 205 S4.0 208 S4.0 208 S4.0 205 S4.0 205 S4.0 208 P1 P1 P2 P2 P2 P2 P1 P1 55 5 5 5 5 5 5 5 5 5 5 5 S4.0 209 S4.0 210 S4.0 210 S4.0 209 S4.0 209 S4.0 209 CS16 5555555 555555 55 5 5 CS16CS16CS16 S4.0 211 TYP S4.0 211 TYP S4.0 215S4.0 214 S4.0 215 S4.0 215 S4.0 214 S4.0 215 S4.0 214 S4.0 214 S4.0 215 S4.0 215 S4.0 211 S4.0 211 TYP TYP TYP TYP S4.0 211 S4.0 211TYP S4.0 211 TYPS4.0 211 S4.0 201 SIM D D D D D D D D D D D D S4.0 212 S4.0 212 S4.0 212 S4.0 212 S4.0 212 S4.0 212 S4.0 212 S4.0 212 10 10 10 11 11 11 11 13 13 13 13 13 13 1313 S4.1 218 S4.1 218 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 5/ 9 / 2 0 2 2 6 : 0 6 : 3 2 P M S2.2 THIRD FLOOR FRAMING PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O NORTH POST (P) SCHEDULE MARK SIZE SPECIES AND GRADE CONNECTION P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P2 (3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P3 6x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P4 (2) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL P5 (4) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL WOOD JOIST (WJ) SCHEDULE MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER WJ1 2x10 AT 12" O.C. DU210 N/A WJ2 11 7/8" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88 BEAM (B) SCHEDULE MARK SIZE B1 (2) 2x6 B2 (2) 2x8 B3 (2) 2x10 B4 (3) 2x10 OR (2) 1 3/4x7 1/4 LVL B5 (2)1 3/4x11 7/8 B6 (3)1 3/4x9 1/2 LVL B7 (3)1 3/4x11 7/8 B8 (3)1 3/4x9 1/4 LVL B9 (2)1 3/4x9 1/4 LVL B10 7x9 1/4 PSL KEYNOTES 1 3.5" THICK NORMAL WEIGHT CONCRETE W/ 6x6-W1.4xW1.4 WWF CENTERED IN TOP 2" OF SLAB OVER 22 GAGE B FORMLOK STEEL DECK W/ G90 GALVANIZED COATING W/ HILTI X-HSN 24 FASTENERS ATTACHMENT PATTERN: 36/4, 12" O.C. PARRALLEL SUPPOERTS, 24" O.C. VSC2 SIDELAP 2 HUC26-2 (MAX) HANGER 5 HHUS7.25/10- HANGER 10 BEARING WALL FRAMING SHALL BE 2x4 STUDS AT 16" O.C. 11 C12x20.7 STEEL STAIR STRINGER, SEE DETAIL 217 FOR CONNECTIONS AT FLOOR 13 STEEL BEAMS AND END PLATES TO BE HOT-DIPPED GALVANIZED FLOOR FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS, (1) TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS. FOR ATTACHMENT, SEE "TYPICAL HEADER CONNECTION" DETAIL. F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. G. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL INFORMATION. H. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. I. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS, PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL. J. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. K. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. L. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 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 SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 5 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. SCALE: 1/8" = 1'-0" THIRD FLOOR FRAMING PLAN HOLDOWN SCHEDULE MARK HOLDOWN SHEARWALL END POST UNO ON PLAN ALTERNATE HOLDOWN A SIMPSON STHD10 (2) 2x STUDS N/A B SIMPSON LTTP2 (2) 2x STUDS N/A C SIMPSON HTT4 (2) 2x STUDS MSTC40 D SIMPSON LTTP2 (2) 2x STUDS MSTC28 no. description date 05/10/2022 B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 888 7 7 6 6 5 5 4 4 3 3 2 2 1 1 G G F F E E D D C C B B A A 9 9 10 10 PREFAB TRUSSES AT 24" O.C. S5.0 304 S5.0 301 S5.0 305 PREFAB TRUSSES AT 24" O.C. PREFAB TRUSSES AT 24" O.C. S5.0 305 S5.0 302 S5.0 303 S5.0 303 S5.0 302 S5.0 306 S5.0 304 S5.0 301 S5.0 301 S5.0 304 S5.0 301 S5.0 301 S5.0 301 S5.0 307 S5.0 305 S5.0 305 S5.0 305 S5.0 305 S5.0 307 S5.0 302 S5.0 303 S5.0 303 S5.0 302 S5.0 306 B4 B2 B2 B4 B4 B2 B2 B4 B2B2 B1B6 B1 B1 B1 B6 B1 B1 B3 B2 B2 B4 B4 B2 B2 B4 B4 B2 B2 B1 B6 B1 B6 B1 B4 B4 B4 B4 B1B1B1B1 B1 B1 B4 B4 B1 B1 B1 B4 B1 B4 S5.0 308 S5.0 308 S5.0 309 S5.0 309 S5.0 308 S5.0 308 TYPICAL ROOF SHEATHING: 19/32" APA RATED ROOF SHEATHING W/ 10d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. PROVIDE SIMPSON PSCL19/23 "H" CLIPS AT 24" O.C., CENTER BETWEEN TRUSSES 5 5 5 5 5 5 5 5 5 5 5 5555555 555555 55 5 5 12 ' - 6 " 12'-6"12'-6" 64 PSF 0 PSF 64 P S F 0 P S F 64 PSF 0 PSF 64 P S F 0 P S F 9 9 9 9 12 ' - 6 " 12 12 12 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 5/ 9 / 2 0 2 2 6 : 0 6 : 3 6 P M S2.3 ROOF FRAMING PLAN 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O NORTH POST (P) SCHEDULE MARK SIZE SPECIES AND GRADE CONNECTION P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P2 (3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P3 6x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P4 (2) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL P5 (4) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL WOOD JOIST (WJ) SCHEDULE MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER WJ1 2x10 AT 12" O.C. DU210 N/A WJ2 11 7/8" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88 BEAM (B) SCHEDULE MARK SIZE B1 (2) 2x6 B2 (2) 2x8 B3 (2) 2x10 B4 (3) 2x10 OR (2) 1 3/4x7 1/4 LVL B5 (2)1 3/4x11 7/8 B6 (3)1 3/4x9 1/2 LVL B7 (3)1 3/4x11 7/8 B8 (3)1 3/4x9 1/4 LVL B9 (2)1 3/4x9 1/4 LVL B10 7x9 1/4 PSL KEYNOTES 9 SNOW SURCHARGE LOAD IN ADDITION TO ROOF SNOW LOAD TO BE APPLIED FULL LENGTH OF ADJACENT WALL, SEE "TYPICAL ROOF SNOW SURCHARGE / DRIFT LOAD" DETAIL 12 ATTACH BEAM TO DBL TOP PLATE W/ SIMPSON BC6 POST CAP ROOF FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS, (1) TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS. FOR ATTACHMENT, SEE "TYPICAL HEADER CONNECTION" DETAIL. F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. H. TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1) H2.5A OR (1) H1 CLIP, UNO. I. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. J. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. K. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO. L. FOR CLARITY, ALL ROOF OPENINGS MAY NOT BE SHOWN ON THE ROOF FRAMING PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 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 SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 5 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d 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. SCALE: 1/8" = 1'-0" ROOF FRAMING PLAN no. description date 05/10/2022 KEYNOTES: NOTES: 3" CLR 3" CL R 8 10 7 9 6 8 1 2 5 4 3 8"MI N 1.WOOD STUD WALL, SEE PLAN 2. CONT 2x PT SOLE PLATE W/ ANCHOR BOLTS PER SHEARWALL SCHEDULE 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.MINIMUM FOOTING DEPTH, SEE GSN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 9.EDGE NAILING, SEE SHEARWALL SCHEDULE 10.WALL SHEATHING AS OCCURS, SEE PLAN 11.CONT BLOCK-OUT IN CONCRETE WALL A.WATERPROOF ANY EXTERIOR WOOD FRAMING WITHIN 8" OF GRADE PER ARCH DRAWINGS 11 KEYNOTES: 3" CLR 3" CL R 8 7 6 8 5 4 3 1 2 1.WALL BEYOND, SEE PLAN 2. #4 BENT DOWEL AT 18" O.C. 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.MINIMUM FOOTING DEPTH, SEE GSN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 18" 18" KEYNOTES: 3" CLR 3" CL R 1.WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ O.145" DIA MIN SHOT PIN AT 32" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 5 1 2 4 3 1 2 KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ O.145" DIA MIN SHOT PIN AT 32" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4. CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 3" CLR 3" CL R 5 1 2 4 3 KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2. CONT 2x PT SOLE PLATE W/ ANCHOR BOLTS PER SHEARWALL SCHEDULE 3. CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 6. EDGE NAILING, SEE SHEARWALL SCHEDULE 7. WALL SHEATHING AS OCCURS, SEE PLAN 3" CLR 3" CL R 7 6 5 1 2 4 3 31_2"MI N KEYNOTES: 3" CLR 3" CL R 31_2"MI N 1.WOOD STUD WALL, SEE PLAN 2. CONT 2x PT SOLE PLATE W/ ANCHOR BOLTS PER SHEARWALL SCHEDULE 3. CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 6. EDGE NAILING, SEE SHEARWALL SCHEDULE 7.WALL SHEATHING AS OCCURS, SEE PLAN 8. CONT 2x PT SOLE PLATE W/ 0.145" DIA MIN SHOT PIN AT 32" O.C. 5 1 4 3 2 7 6 1 8 KEYNOTES: 3" CLR 3" CL R 3 SIDES 1/4 3 2 4 1 1.STAIR STRINGER, SEE PLAN 2.1/4" THICK END PLATE 3.CONCRETE SLAB, SEE PLAN 4.L3x3x 1/2 x 3" LONG W/ (1)5/8" DIA x 4" LONG HILTI KWIK TZ BOLT 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 6.CONCRETE FOOTING, SEE PLAN 7. CONCRETE OVER METAL PAN TREADS (2" MAX CONCRETE), SEE ARCH 5 6 7 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 5/ 9 / 2 0 2 2 6 : 0 6 : 3 6 P M S3.0 FOUNDATION DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O SCALE: NTS101WOOD STUD WALL AT FOUNDATION SCALE: NTS102CONCRETE SLAB AT FOUNDATION SCALE: NTS103WOOD STUD WALL AT FOUNDATION SCALE: NTS104WOOD STUD WALL AT FOUNDATION SCALE: NTS105WOOD STUD WALL AT FOUNDATION SCALE: NTS106WOOD STUD WALL AT FOUNDATION SCALE: NTS107STEEL STAIR STRINGER AT FOUNDATION no. description date 05/10/2022 KEYNOTES: NOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6. CONT RIM BOARD 7.BOUNDARY NAILING, SEE PLAN 8.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 9.FLOOR SHEATHING, SEE PLAN 10.11/4" GYPCRETE, SEE ARCH 1 2 3 55 4 7 6 3 8 9 10 A. NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST KEYNOTES: NOTES: 1.WOOD JOIST, SEE PLAN 2.WOOD JOIST BLOCKING AT 16" O.C. W/ (2) 16d NAILS 3.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4. WOOD STUD WALL, SEE PLAN 5.WALL SHEATHING AS OCCURS, SEE PLAN 6.EDGE NAILING, SEE SHEARWALL SCHEDULE 7.CONT RIM BOARD 8. BOUNDARY NAILING, SEE PLAN 9. CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 10. (4) 10d NAILS INTO EACH BLOCK 11.FLOOR SHEATHING, SEE PLAN 12.11/4" GYPCRETE, SEE ARCH 1 3 4 66 5 8 7 4 9 11 2 10 12 A. NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST KEYNOTES: 1. WOOD JOIST, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WOOD JOIST BLOCKING W/ (4) 16d NAILS BETWEEN EACH JOIST 5.11/4" GYPCRETE, SEE ARCH 6.FLOOR SHEATHING, SEE PLAN 7. BOUNDARY NAILING, SEE PLAN 8. CONT DBL 2x BOTTOM PLATE 1 3 2 4 6 3 8 5 7 KEYNOTES: NOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4. WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6. CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 1 1/4" RIM BOARDS 7.BOUNDARY NAILING, SEE PLAN 8.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 9.FLOOR SHEATHING, SEE PLAN 10.11/4" GYPCRETE, SEE ARCH 11.WOOD JOIST W/ HANGER, SEE PLAN 12.2x BLOCKING W/ (2) #12x4" SCREWS BETWEEN EACH JOIST 13.3" THICK (MAX) NORMAL WEIGHT CONCRETE 1 2 3 55 4 7 6 3 8 9 10 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST 7 913 11 12 5 KEYNOTES: NOTE: 1" 2" 1. WOOD JOIST, SEE PLAN 2. WOOD JOIST BLOCKING W/ (2) 16d NAILS AT 24" O.C 3. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4.WOOD STUD WALL, SEE PLAN 5.WALL SHEATHING AS OCCURS, SEE PLAN 6. EDGE NAILING, SEE SHEARWALL SCHEDULE 7.CONT L4x4x 1/4 W/ (2)1/4" DIA x 3" LONG SDS SCREWS AT 12" O.C. 8.CONCRETE OVER STEEL DECK, SEE PLAN 9. FLOOR SHEATHING, SEE PLAN 10.11/4" GYP-CRETE, SEE ARCH 11.BOUNDARY NAILING, SEE PLAN 12.CONT DBL 2x BOTTOM PLATE W/ ATTACHMENT, SEE SHEARWALL SCHEDULE 13.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 11/4" RIM BOARDS 14. (4) 10d NAILS INTO EACH BLOCK 1 3 4 6 5 11 13 4 2 14 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP BETWEEN EACH BLOCK 8 7 10 119 12 KEYNOTES: NOTE: 1" 2" 1.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 11/4" RIM BOARDS 3. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4.WOOD STUD WALL, SEE PLAN 5. WALL SHEATHING AS OCCURS, SEE PLAN 6. EDGE NAILING, SEE SHEARWALL SCHEDULE 7.CONT L4x4x 1/4 W/ (2)1/4" DIA x 3" LONG SDS SCREWS AT 12" O.C. 8. CONCRETE OVER STEEL DECK, SEE PLAN 9. FLOOR SHEATHING, SEE PLAN 10.11/4" GYP-CRETE, SEE ARCH 11.BOUNDARY NAILING, SEE PLAN 12.CONT DBL 2x BOTTOM PLATE W/ ATTACHMENT, SEE SHEARWALL SCHEDULE 3 4 6 5 11 2 4 9 1 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP BETWEEN EACH BLOCK 8 7 10 11 12 KEYNOTES: NOTE: 1. WOOD JOIST, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.CONT L4x4x 1/4 W/1/4" DIA x 3" LONG SDS SCREW AT 8" O.C. 7.CONCRETE OVER STEEL DECK, SEE PLAN 8. FLOOR SHEATHING, SEE PLAN 9.11/4" GYP-CRETE, SEE ARCH 10.BOUNDARY NAILING, SEE PLAN 11.CONT DBL 2x BOTTOM PLATE W/ ATTACHMENT, SEE SHEARWALL SCHEDULE 12.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 11/4" RIM BOARDS 13. WOOD JOIST BLOCKING W/ (2) 16d NAILS AT 24" O.C 14.(4) 10d NAILS INTO EACH BLOCK2 3 5 4 10 3 12 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP BETWEEN EACH JOIST 7 6 9 10 1 13 148 11 KEYNOTES: NOTE: 1. WOOD JOIST, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4. WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.CONT L4x4x 1/4 W/1/4" DIA x 3" LONG SDS SCREW AT 8" O.C. 7. CONCRETE OVER STEEL DECK, SEE PLAN 8.FLOOR SHEATHING, SEE PLAN 9.11/4" GYP-CRETE, SEE ARCH 10.BOUNDARY NAILING, SEE PLAN 11. CONT DBL 2x BOTTOM PLATE W/ ATTACHMENT, SEE SHEARWALL SCHEDULE 12.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 11/4" RIM BOARDS 2 3 5 4 10 3 12 A. NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP BETWEEN EACH JOIST 7 6 9 10 1 8 11 KEYNOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.BOUNDARY NAILING, SEE PLAN 5.CONT RIM BOARD W/ A35 CLIP AT 12" O.C. 6.CONT RIM BOARD 7.BOUNDARY NAILING, SEE PLAN 8. CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 9. FLOOR SHEATHING, SEE PLAN 10.11/4" GYPCRETE, SEE ARCH 11. GYPBOARD, SEE ARCH 8 2 3 1 8 3 2 3 1 10 10 55 3 44 9 9 11 11 11 11 KEYNOTES: 1.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.CONT RIM BOARD 7. BOUNDARY NAILING, SEE PLAN 8.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 9. FLOOR SHEATHING, SEE PLAN 10.11/2" GYPCRETE, SEE ARCH 11.CONT RIM BOARD W/ A35 CLIP AT 12" O.C. 12.BOUNDARY NAILING, SEE PLAN 13. GYPBOARD, SEE ARCH 8 4 5 2 4 3 1 8 3 2 3 1 10 10 1111 3 12125 9 9 13 13 13 13 KEYNOTES: 3/16 1. WOOD POST, SEE PLAN 2. STEEL BEAM, SEE PLAN 3.1/4" THICK STEEL PLATE W/ (6) 1/4"x2 1/2" SDS SCREWS 4.CONT DBL 2x BOTTOM PLATE 5.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 6. SOLID 6x6 BLOCK TO RECEIVE BEAM FASTENERS 7. WALL STUD, SEE PLAN 8. CONT RIM BOARD 1 2 3 3" TY P 1" MIN 7 4 6 5 7 1 8 KEYNOTES: 3/16 2-12 3/16 2-12 1. STEEL BEAM, SEE PLAN 2.CONT L3 1/2x31/2x1/4 3. CONCRETE OVER STEEL DECK, SEE PLAN 3 2 1 KEYNOTES: 1. WOOD JOIST, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WOOD JOIST BLOCKING W/ (4) 16d NAILS BETWEEN EACH JOIST 5.11/4" GYPCRETE, SEE ARCH 6.FLOOR SHEATHING, SEE PLAN 7. BOUNDARY NAILING, SEE PLAN 8. CONT DBL 2x BOTTOM PLATE 9.BLOCKING BELOW WALL ABOVE, SEE PLAN 10.PROVIDE FULL WIDTH WEB STIFFENER EACH SIDE OF JOIST 1 3 2 4 6 3 8 5 7 7 910 KEYNOTES: 1.WOOD JOIST W/ HANGER, SEE PLAN 2.WOOD BEAM, SEE PLAN 3.11/4" GYPCRETE, SEE ARCH 4. FLOOR SHEATHING, SEE PLAN 5.BOUNDARY NAILING, SEE PLAN 1 5 4 2 3 1 KEYNOTES: 1. WOOD JOIST, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6. WOOD JOIST BLOCKING W/ (4) 16d NAILS BETWEEN EACH JOIST 7. FLOOR SHEATHING, SEE PLAN 8. BOUNDARY NAILING, SEE PLAN 9.11/4" GYPCRETE, SEE ARCH 1 3 2 5 6 4 798 KEYNOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4. CONT RIM BOARD W/ 16d (4) NAILS AT EACH JOIST 5. BOUNDARY NAILING, SEE PLAN 6. CONT TRIPLE 2x BOTTOM PLATE 7.FLOOR SHEATHING, SEE PLAN 8.3" THICK (MAX) NORMAL WEIGHT CONCRETE 9.JOIST BLOCKING W/ (4) 16d TOE NAILS BETWEEN EACH JOIST 1 2 3 5 4 3 6 7 8 5 9 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 5/ 9 / 2 0 2 2 6 : 0 6 : 3 7 P M S4.0 FLOOR FRAMING DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O SCALE: NTS201WOOD JOIST AT WOOD STUD WALL SCALE: NTS202WOOD JOIST AT WOOD STUD WALL SCALE: NTS203WOOD JOIST AT WOOD STUD WALL SCALE: NTS204WOOD JOIST AT WOOD STUD WALL SCALE: NTS205WOOD JOIST AT WOOD STUD WALL SCALE: NTS206WOOD JOIST AT WOOD STUD WALL SCALE: NTS207WOOD JOIST AT WOOD STUD WALL SCALE: NTS208WOOD JOIST AT WOOD STUD WALL SCALE: NTS209WOOD JOIST AT WOOD STUD WALL SCALE: NTS210WOOD JOIST AT WOOD STUD WALL SCALE: NTS211STEEL BEAM AT WOOD POST SCALE: NTS212STEEL DECK AT STEEL BEAM SCALE: NTS213WOOD JOIST AT WOOD STUD WALL SCALE: NTS214WOOD JOIST AT WOOD BEAM SCALE: NTS215WOOD JOIST AT WOOD STUD WALL SCALE: NTS216WOOD JOIST AT WOOD STUD WALL no. description date 05/10/2022 SECTION A A KEYNOTES: AT BASE OF STAIR AT TOP OF STAIR TYP 3/16 3/16 TYP TYP3/16 2" MIN 1 1.STEEL STAIR STRINGER, SEE PLAN 2.CONCRETE OVER METAL PAN THREADS (2" THICK MAX CONCRETE), SEE ARCH 3.1/4" THICK STEEL END PLATE 4.3" THICK (MAX) NORMAL WEIGHT CONCRETE 5.FLOOR SHEATHING, SEE PLAN 6.WOOD JOIST, SEE PLAN 7.2x BLOCKING AT 16" O.C. W/ (3) 16d NAILS EACH END 8. WOOD BEAM, SEE PLAN 9. 1/4" THICK BENT PLATE W/ (8) 1/4" x 3" SDS SCREWS TO BEAM 1 2 4 5 6 7 8 9 3 6 7 4 5 2 8 9 33 3 3 1 9 33 1 KEYNOTES: 1.WOOD JOIST W/ HANGER, SEE PLAN 2. WOOD BEAM, SEE PLAN 3.3" THICK (MAX) NORMAL WEIGHT CONCRETE 4.SIMPSON RCKW3 KNEEWALL CONNECTOR AT EACH POST W/ 1/2" DIA x 14" LONG LAG BOLT 5.BOUNDARY NAILING, SEE PLAN 6.(2) 2x4 STUDS OR 4x4 AT EACH JOIST, NOTCH SHEATHING AND EXTEND DOWN TO DBL TOP PLATE 7.CONT TRIPLE 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 8. FLOOR SHEATHING, SEE PLAN 9.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 1 5 6 7 8 2 3 4 9 KEYNOTES: 1.WOOD JOIST W/ (2) 16d TOENAILS, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. (2) 2x4 STUDS OR 4x4 AT EACH JOIST, NOTCH SHEATHING AND EXTEND DOWN TO DBL TOP PLATE 4. (2) 16d NAILS 5.3" THICK (MAX) NORMAL WEIGHT CONCRETE 6. CONT 2x RIM BOARD, W/ (4) 16d NAILS EACH JOIST, PROVIDE A35 CLIP EACH SIDE OF BREAK AT CONTINUOUS STUD 7. BOUNDARY NAILING, SEE PLAN 8. CONT TRIPLE 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 9. FLOOR SHEATHING, SEE PLAN 10.WOOD STUD WALL, SEE PLAN 1 2 10 7 4 3 95 8 6 4 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 5/ 9 / 2 0 2 2 6 : 0 6 : 3 7 P M S4.1 FLOOR FRAMING DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O SCALE: NTS217STAIR STRINGER AT WOOD BEAM SCALE: NTS218WOOD JOIST AT WOOD BEAM SCALE: NTS219WOOD JOIST AT WOOD STUD WALL no. description date 05/10/2022 PARAPET HEIGHT ("H") TOTAL WIND LOAD (ASD) MIN STUD SIZE (D.F. SELECT STRUCTURAL) PARAPET WIND LOAD KEYNOTES: NOTE: UP TO 5'-0" 35 PSF 2x6 "H " 1. WOOD TRUSS W/ CLIP, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING, SEE SHEARWALL SCHEDULE 5. EDGE NAILING, SEE SHEARWALL SCHEDULE 6.HEADER WHERE OCCURS 7.BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 9.2x BLOCKING BETWEEN EACH TRUSS (2" WIDER THAN PARAPET STUD) 10.WOOD TRUSS W/ INTEGRAL PARAPET WALL FRAMING AT 24" O.C. 11.PROVIDE 2x BLOCKING AT PANEL EDGE PER SHEARWALL SCHEDULE 12. 2x BLOCK BETWEEN EACH TRUSS, W/ (4) 16d NAILS A.SLOPE, WATERPROOF AND DRAIN PER ARCH B. TRUSS MANUFACTURER SHALL DESIGN PARAPET FOR WIND LOAD INDICATED IN TABLE W/ MAXIMUM DEFLECTION OF 2L/240 C. IN ADDITION TO TYPICAL TRUSS CONNECTION FORCES , TOP AND BOTTOM CHORD TO PARAPET STUD CONNECTIONS SHALL BE DESIGNED FOR THE FORCES GENERATED BY THE PARAPET WIND LOADS PROVIDED IN TABLE 1 2 3 5 4 8 7 4 5 9 12 10 4 55 11 6 55 2 KEYNOTES: 5' - 0 " MA X 2 13 9 3 3 5 4 1.WOOD STUD WALL, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.EDGE NAILING, SEE SHEARWALL SCHEDULE 4.2x8 BLOCKING BETWEEN EACH JOIST 5.WOOD TRUSS, SEE PLAN 6.2x6 BLOCK AT EACH STUD W/ (7) 8d NAILS 7.(7) 16d NAILS 8.2x BLOCK AT EACH KICKER W/ (4) 8d NAILS 9. WALL SHEATHING AS OCCURS, SEE PLAN 10.BOUNDARY NAILING, SEE PLAN 11.ROOF SHEATHING, SEE PLAN 12. CONT 2x BOTTOM PLATE W/ 16d NAILS AT 4" O.C. 13.2x6 WALL STUDS AT 16" O.C. 14. 2x6 KICKER BRACE AT 32" O.C. W/ (8) 16d NAILS EACH END 15. IF KICKER BRACE EXCEEDS 6'-0" PROVIDE PERPENDICULAR STUD BRACE W/ (2) 16d NAILS AT EACH KICKER 6 11 10 7 12 2 3 33 15 1 14 8 1 1 KEYNOTES: 5' - 0 " MA X 2 9 3 3 5 4 1. WOOD STUD WALL, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.EDGE NAILING, SEE SHEARWALL SCHEDULE 4.2x8 BLOCKING BETWEEN EACH STUD 5.WOOD TRUSS, SEE PLAN 6.2x6 BLOCK AT EACH STUD W/ (7) 8d NAILS 7.(7) 16d NAILS 8.WOOD BEAM, SEE PLAN 9. WALL SHEATHING AS OCCURS, SEE PLAN 10.BOUNDARY NAILING, SEE PLAN 11.ROOF SHEATHING, SEE PLAN 12. CONT 2x BOTTOM PLATE W/ (2) 16d NAILS AT 4" O.C. 13. 2x BLOCK AT EACH KICKER W/ (4) 8d NAILS 14. 2x6 KICKER BRACE AT 32" O.C. W/ (8) 16d NAILS EACH END 15. IF KICKER BRACE EXCEEDS 6'-0" PROVIDE PERPENDICULAR STUD BRACE W/ (2) 16d NAILS AT EACH KICKER 6 11 10 7 3 3 15 14 13 8 12 1 9 PARAPET HEIGHT ("H") TOTAL WIND LOAD (ASD) MIN STUD SIZE (D.F. SELECT STRUCTURAL) PARAPET WIND LOAD KEYNOTES: NOTE: UP TO 5'-0" 35 PSF 2x6 "H " 1. WOOD TRUSS W/ CLIP, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING, SEE SHEARWALL SCHEDULE 5. EDGE NAILING, SEE SHEARWALL SCHEDULE 6.HEADER WHERE OCCURS 7.BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 9.2x BLOCKING BETWEEN EACH TRUSS (2" WIDER THAN PARAPET STUD) 10.WOOD TRUSS W/ INTEGRAL PARAPET WALL FRAMING AT 24" O.C. 11.PROVIDE 2x BLOCKING AT PANEL EDGE PER SHEARWALL SCHEDULE 12. 2x BLOCK BETWEEN EACH TRUSS, W/ (2) 16d NAILS EACH END 13. FULL-HEIGHT TRUSS BLOCKING BETWEEN EACH TRUSS W/ A35 CLIP A.SLOPE, WATERPROOF AND DRAIN PER ARCH B. TRUSS MANUFACTURER SHALL DESIGN PARAPET FOR WIND LOAD INDICATED IN TABLE W/ MAXIMUM DEFLECTION OF 2L/240 C. IN ADDITION TO TYPICAL TRUSS CONNECTION FORCES , TOP AND BOTTOM CHORD TO PARAPET STUD CONNECTIONS SHALL BE DESIGNED FOR THE FORCES GENERATED BY THE PARAPET WIND LOADS PROVIDED IN TABLE 1 2 3 5 4 8 7 4 59 12 10 4 55 11 6 5 55 2 7 13 KEYNOTES: 1 2 3 5 4 78 6 1.WOOD TRUSS W/ CLIP, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.FULL-HEIGHT TRUSS BLOCKING BETWEEN EACH TRUSS W/ A35 CLIP 7.ROOF SHEATHING, SEE PLAN 8. BOUNDARY NAILING, SEE PLAN 9. WOOD TRUSS W/ HEAL EXTENDED TO DBL TOP PLATE, SEE PLAN 10. SISTER TRUSSES TOGETHER W/ 16d NAILS AT 6" O.C. 9 10 KEYNOTES: 1.WOOD TRUSS, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.FLAT 2x4 BLOCKING AT 16" O.C. W/ (2) 16d NAILS EACH END 7.(4) 16d NAILS 8. BOUNDARY NAILING, SEE PLAN 9.ROOF SHEATHING, SEE PLAN 1 2 3 4 6 7 1 9 88 5 KEYNOTES: 1. WOOD TRUSS W/ CLIP, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4. WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6. FULL-HEIGHT TRUSS BLOCKING BETWEEN EACH TRUSS W/ A35 CLIP 7. BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 2 3 4 8 7 51 6 UNIT UNIT KEYNOTES: 1. WOOD TRUSS, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.2x4 x 4'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 5. ROOF SHEATHING, SEE PLAN 6.BOUNDARY NAILING, SEE PLAN 7.GYPBOARD, SEE ARCH 8. CONT LEDGER W/ (2) #12x4" SCREWS AT 16" O.C. 9. A35 CLIP AT 24" O.C. 2 3 1 1 5 4 2 3 1 1 66 77 8 7 7 4 8 9 UNIT UNIT KEYNOTES: 1.WOOD TRUSS, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.2x4 x 4'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 5.ROOF SHEATHING, SEE PLAN 6. BOUNDARY NAILING, SEE PLAN 7.GYPBOARD, SEE ARCH 8.CONT LEDGER W/ (2) #12x4" SCREWS AT 16" O.C. 9.WALL SHEATHING AS OCCURS, SEE PLAN 10. EDGE NAILING, SEE SHEARWALL SCHEDULE 11. A35 CLIP AT 24" O.C. 2 3 1 1 5 4 2 3 1 1 66 7 8 7 4 8 10 9 10 9 7 7 11 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 5/ 9 / 2 0 2 2 6 : 0 6 : 3 8 P M S5.0 ROOF FRAMING DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O SCALE: NTS301WOOD TRUSS AT WOOD STUD WALL SCALE: NTS302WOOD TRUSS AT WOOD STUD WALL SCALE: NTS303WOOD TRUSS AT WOOD STUD WALL SCALE: NTS304WOOD TRUSS AT WOOD STUD WALL SCALE: NTS305WOOD TRUSS AT WOOD STUD WALL SCALE: NTS306WOOD TRUSS AT WOOD STUD WALL SCALE: NTS307WOOD TRUSS AT WOOD STUD WALL SCALE: NTS308WOOD TRUSS AT WOOD STUD WALL SCALE: NTS309WOOD TRUSS AT WOOD STUD WALL no. description date 05/10/2022 F 2 F 1 F 1 F 2 F 2 F 1 F 1 F 3 EH 1 EH 2 EH 2 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1EF 1 NOTE: SEE LARGE SCALE TYPICAL MECHANICAL FLOOR PLANS ON SHEET M2.0 FOR EQUIPMENT AND DUCTWORK SERVING EACH INDIVIDUAL CONDO. TYPE. 108A EF 1 107E 107L 107C 107A 107B 105A 105B 103B 103A 103E 105E 105G 103G 105F 103F 107K 101B 101A 101F 101E 101C 101L 101 103 104 108E 108G 108C 108B 108K 108N 108L108F 106G 106E 106F 104F 106C 104C 104A104B106B106A 104E 102L 102C 102E 102H 102A102B UNIT 2 102 TYPE A UNIT 1 106 TYPE B UNIT 1 104 TYPE A UNIT 3 108 TYPE A UNIT 2 101 TYPE B UNIT 1 105 TYPE B UNIT 1 103 TYPE B UNIT 2 107 TYPE B G G F F E E D D C C B B A A 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Apr 18, 2022 PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 21147 Engineered Systems Associates GD A H S P-18184 TA DIAVD S DTEO L. I H NAF S R E P R O FN E SGI EERT AISON L E NEO I R E E N 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 4/ 1 9 / 2 0 2 2 2 : 3 3 : 2 4 P M M1.1 1ST LEVEL MECHANICAL PLAN 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"1 Mechanical 1st Floor Plan no. description date B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 F 2 F 1 F 1 F 2 F 2 F 1 F 1 F 3 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1EF 1 NOTE: SEE LARGE SCALE TYPICAL MECHANICAL FLOOR PLANS ON SHEET M2.0 FOR EQUIPMENT AND DUCTWORK SERVING EACH INDIVIDUAL CONDO. TYPE. 207E 207L 205E 203E 201L 201E 201A203A201B205A207A207B 203 202 201 202A 202B204A204B206B206A 206E 204E 202L 202E 208A 208E 208L 208B 208C 208K 208N UNIT 2 202 UNIT 1 206 UNIT 1 204 UNIT 3 208 UNIT 2 201 UNIT 1 205 UNIT1 203 UNIT 2 207 G G F F E E D D C C B B A A 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Apr 18, 2022 PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 21147 Engineered Systems Associates GD A H S P-18184 TA DIAVD S DTEO L. I H NAF S R E P R O FN E SGI EERT AISON L E NEO I R E E N 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 4/ 1 9 / 2 0 2 2 2 : 3 3 : 2 5 P M M1.2 2ND LEVEL MECHANICAL PLAN 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"1 Mechanical 2nd Floor Plan no. description date B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 F 2 F 1 F 1 F 2 F 2 F 1 F 1 F 3 EH 2 EH 2 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1EF 1 NOTE: SEE LARGE SCALE TYPICAL MECHANICAL FLOOR PLANS ON SHEET M2.0 FOR EQUIPMENT AND DUCTWORK SERVING EACH INDIVIDUAL CONDO. TYPE. 307E 307L 305E 303E 301L 301E 301A303A303B301B305B305A307B 307A 303 302 301 302A302B 304A304B306B306A308B308A 308E 308F 308L 308C 308K 308N 306E 306C 306F 304F 304C 304E 302L 302K 302E 302F 308G UNIT 2 302 UNIT 1 306 UNIT 1 304 UNIT 3 308 UNIT 2 301 UNIT 1 305 UNIT 1 303 UNIT 2 307 G G F F E E D D C C B B A A 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Apr 18, 2022 PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 21147 Engineered Systems Associates GD A H S P-18184 TA DIAVD S DTEO L. I H NAF S R E P R O FN E SGI EERT AISON L E NEO I R E E N 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 4/ 1 9 / 2 0 2 2 2 : 3 3 : 2 6 P M M1.3 3RD LEVEL MECHANICAL PLAN 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/8" = 1'-0"1 Mechanical 3rd Floor Plan no. description date D D E E 6 6 10 10 7 7 9 9 8 8 EF 1 F 1 DRYER VENT WALL CAP TYP. WALL CAP 4"ø EA 8"ø SA D-1 40 SR-1 200 SR-2 360 R-1 14"x8" RA 14 " x 8 " S A 14 " x 8 " R A 4"ø SA 12"x6" SA 12 " x 6 " S A 4" ø E A 4" ø E A 12"x10" SA 12"x10" SA T M. BEDROOM LIVING KITCHEN M. BATHROOM E E D D 10 10 9 9 8 8 7 7 6 6 E E 10 10 F F 7 7 9 9 8 8 EF 1 EF 1 EF 1 TYP. WALL CAP DRYER VENT WALL CAP F 2 4"ø SA 4"ø SA 8"ø SA 8"ø SA 20 " x 8 " S A 2 0 " x 8 " S A 20 " x 8 " R A SR-1 175 SR-1 240 SR-1 245 D-1 50 D-1 40 SR-1 150 R-2 4"ø EA 4"ø EA 8" ø S A 4" ø E A TYP. WALL CAP 14"x14" SA 14"x14" RA T M. BEDROOM BEDROOM 1 KITCHEN LIVING BATHROOM 1 F F E E 10 10 9 9 8 8 7 7 Apr 18, 2022 PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 21147 Engineered Systems Associates GD A H S P-18184 TA DIAVD S DTEO L. I H NAF S R E P R O FN E SGI EERT AISON L E NEO I R E E N 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 4/ 1 9 / 2 0 2 2 2 : 3 3 : 2 6 P M M2.0 LARGE SCALE MECH. PLANS 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"1 1 BED LARGE SCALE MECH PLAN 1/4" = 1'-0"2 2 BED LARGE SCALE MECH PLAN PLAN NOTES: INSTALL FURNACE ON 2'-6" HIGH STAND. REFER TO STRUCTURAL DWGS. MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5 CONDUCTOR THERMOSTAT WIRE TO FURNACE. PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOX TO BE COMPLETE WITH 4"∅DUCT UP IN WALL THRU JOISTS TO WALL CAP. REFER TO DETAIL ON SHEET M2.2 FOR TYPICAL DRYER BOX INSTALLATION. INSTALL SELF-CONTAINED HVAC UNIT AS SPECIFIED IN FURNACE ROOM. MAINTAIN AS MUCH CLEARANCE IN FRONT OF UNIT AS POSSIBLE. REFER TO PLUMBING DRAWINGS FOR CONNECTION TO GAS PIPING & CONDENSATE DRAIN PIPED TO FLOOR DRAIN. PROVIDE EXTENSION ON COMBUSTION DISCHARGE AS REQUIRED TO MOUNT AT UPPER PORTION OF LOUVER. MOUNT FURNACE ON PLATFORM AS PER MFG. RECOMMENDATIONS. ARCHITECTURAL LOUVER FURNISHED WITH SELF-CONTAINED HVAC UNITS. PROVIDE SLEEVE THRU WALL AS REQUIRED FOR GRILLES. COORDINATE GRILLE LOCATION WITH UNIT AND PIPING. SEAL ALL AROUND GRILLES. EXTEND COMBUSTION DISCHARGE TO UPPER SECTION OF GRILLE. MOUNT UPPER GRILLE SECTION WITH BLADE POINTING UPWARD AND LOWER GRILLE SECTION WITH BLADES POINTING DOWNWARD AS RECOMMENDED BY MANUFACTURER. 1 2 3 4 5 1 1 2 2 3 3 4 4 5 5 no. description date E E G G 1 1 5 5 6 6 3 3 F F 7 7 2 2 4 4 EF 1 EF 1 EF 1 F 3TYP. WALL CAP 4"ø SA 14"x14" SA 14"x14" RA 4"ø EA 4"ø EA 8"ø SA 8"ø SA 8"ø SA 8"ø SA DROP 4" DIA. DRYER VENT IN JOIST SPACE 14 " x 1 0 " S A 2 0 " x 1 0 " S A 20 " x 1 0 " R A 4" DIA. EXHAUST IN JOIST SPACE DROP 4" ø E A SR-1 250 SR-1 165 SR-1 165 SR-1 250 SR-1 250 D-1 45 4"ø SA D-1 50 R-3T EH 2 EH 1 EF 1 4"ø EA TYP. WALL CAP 1ST FLOOR STAIR B 1ST FLOOR COORIDOR LIVING KITCHEN BEDROOM 2 BEDROOM 1 M. BEDROOM M. BATHROOM M. CLOSET JANITOR G G F F E E 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Apr 18, 2022 PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 21147 Engineered Systems Associates GD A H S P-18184 TA DIAVD S DTEO L. I H NAF S R E P R O FN E SGI EERT AISON L E NEO I R E E N 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 4/ 1 9 / 2 0 2 2 2 : 3 3 : 2 6 P M M2.1 LARGE SCALE MECH. PLANS 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O 1/4" = 1'-0"1 3 BED LARGE SCALE MECH PLAN 1 4 2 3 5 no. description date A FLOOR 1 HR FIRE RATED CEILING 4" HOSE CLAMP DRYER 4" FLEXIBLE DRYER VENT HOSE DRYER VENT HOSE A 4" FLEXIBLE DUCT UP IN WALL 4" HOSE CLAMP 4"∅ RISE METAL 4"∅ DUCT UP IN WALL NOTE: 1- 2- 4" HOSE CLAMP OUTSIDE WALL BACK-DRAFT DAMPER WALL EXHAUST CAP SEAL AROUND METAL DRYER VENT WITH WATER-PROOF CAULKING ON BOTH SIDES OF WALL. ALL DUCTWORK TO BE METAL NO FLEX DUCT ALLOWED WALL CAP CEILING GRILLE CEILING EXHAUST FAN (SEE PLAN FOR SIZE) EXHAUST DUCT CABINET INSULATED FAN ASSEMBLY NO SCALE BACKDRAFT DAMPER METAL DUCT & NO PROJECTIONS SUCH AS SCREWS OF SHEET METAL CORNERS IN DUCTWORK OR AT ELBOWS ARE ALLOWED. MAXIMUM EQUIVALENT DUCT LENGTH IS 25'-0" INCLUDING 5'-0" REDUCTION FOR EACH 90° ELBOW. PROVIDE 4"Ø HOSE CONNECTION AT 4" AFF. EXTEND THRU WALL 2" MINIMUM FOR DRYER CONNECITON. SYM.TYPE REMARKSCHAR.MCASPE NATURAL GAS INPUT OUTPUT L.A.T.E.A.T.GAS TYPE LIQUID SUCTION C.D. NAT GAS INTAKE EXHAUST PIPING SIZESDX COOLING COIL B.T.U. E.A.T. L.A.T. C.F.M.MAX. P.D.SPEED @ ELEV. 1 F UPFLOW 24,000 NANA55°FNAT 3/4" MAGIC PAK MODEL 48MGE4-11-241NP1 WITH ARCHITECTURAL LOUVER TO MATCH UNIT.31,48838,40048,00013.2 65°F208/60/1 105°F.50"900 75°F .25"55°FM-HIGH 3/4"NA NA MOCP 20.02 F UPFLOW 36,000 NANA55°FNAT 3/4" MAGIC PAK MODEL 60MGE4-11-361NP1 WITH ARCHITECTURAL LOUVER TO MATCH UNIT.39,00048,00060,00023.9 65°F208/60/1 105°F.50"1175 75°F .25"55°FHIGH 3/4"NA NA35.03 F UPFLOW 12,000 NANA55°FNAT 3/4" MAGIC PAK MODEL 36MGE4-11-121NP1 WITH ARCHITECTURAL LOUVER TO MATCH UNIT.23,04028,80036,0007.6 65°F208/60/1 105°F.50"600 75°F .25"55°FM-HIGH 3/4"NA NA15.0 REMARKSCONTROLCHARKWBTUTYPESYM. 1 EH WALL MOUNTED 208/60/1 INTEGRAL QMARK MODEL CWH3208 WALL HEATER WITH RECESSED MOUNTING BRACKET AND INTEGRAL T-STAT 2 EH WALL MOUNTED 120/60/12.06,830 INTEGRAL QMARK MODEL HT1502SS WALL HEATER WITH RECESSED MOUNTING BRACKET AND INTEGRAL T-STAT S.P.E. 1 EF SYM.TYPE C.F.M.CONTROLCHAR.H.P.R.P.M.REMARKS CEILING MOUNTED 100 1/60.25 120/60/1 760 AIR KING FV WITH 4"∅ DUCT & BACKDRAFT DAMPER, CEILI NG MOUNTED EXHAUST GRILLE AND WALL CAP. SWITCH SEE ELEC. THROWSYM.SIZE CONSTR.CFM FINISH F.D.O.B.REMARKSA A SR-1 ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL, REFER TO PLANS FOR HEIGHT. PROVIDE TRANSITION BOOT.12 x 8 140-250 STEEL WHITE NO YES2 WAY CD-1 10 x 4 50-120 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING. PROVIDE TRANSITION BOOT.2 WAY N.C. 20 20 SR-2 ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL, REFER TO PLANS FOR HEIGHT. PROVIDE TRANSITION BOOT.20 x 6 300-400 STEEL WHITE NO YES2 WAY 20 R-1 16 x16 600 STEEL WHITE NO NO--- ACCORD MODEL 500. MOUNT IN CEILING IN LOCATION SHOWN ON PLANS.25 R-2 20 x 20 900 STEEL WHITE NO NO---25 R-3 24 x 24 1100-1200 STEEL WHITE NO NO---25 2.06,830 ACCORD MODEL 500. MOUNT IN CEILING IN LOCATION SHOWN ON PLANS. ACCORD MODEL 500. MOUNT IN CEILING IN LOCATION SHOWN ON PLANS. FURNACE AND DX COOLING COIL SCHEDULE ELECTRIC HEATER SCHEDULEEXHAUST FAN SCHEDULE DRYER VENT DETAIL PLAN VIEW CEILING MOUNTED EXHAUST FAN DETAIL GRILLE AND REGISTER SCHEDULE PROVIDE TRANSITION BOOT BEHIND GRILLE AS REQUIRED TO CONNECT TO BRANCH DUCT. PROVIDE MODEL DB425 "DRYERBOX" IN WALL WITH 4"Ø DUCT THRU ROOF. CONNECT 4"Ø FLEXIBLE DRYER VENT TO EXHAUST DUCT Apr 18, 2022 PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 21147 Engineered Systems Associates GD A H S P-18184 TA DIAVD S DTEO L. I H NAF S R E P R O FN E SGI EERT AISON L E NEO I R E E N 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 4/ 1 9 / 2 0 2 2 2 : 3 3 : 2 6 P M M3.0 MECHANICAL SCHEDULES & DETAILS 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no. description date 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 ESA JOB NUMBER:21147 Engineered Systems Associates 4/ 5 / 2 0 2 2 1 : 3 8 : 2 7 P M 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no.description date Apr 18, 2022 P1.0 FOUNDATION PLUMBING PLAN B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 F FOUNDATION PLUMBING PLAN SCALE: 1/8" = 1'-0" FS-1 PLAN NOTES: BALL TYPE ISOLATION VALVE PIPE RISE PIPE DROP SYMBOL CO WCO COTG VTR V VENT VENT THRU ROOF CLEANOUT WALL CLEANOUT CLEANOUT TO GRADE DESCRIPTION PLUMBING LEGEND SOIL OR WASTE PIPING VENT LINE PIPING GAS PIPINGG DOMESTIC HOT WATER PIPING DOMESTIC COLD WATER PIPING RDO RDL ROOF DRAIN PIPING ROOF OVERFLOW DRAIN PIPING 1 4" WASTE STACK UP IN WALL ABOVE TO SERVE ALL LEVELS OF FIXTURES. SEE SHEET P1.1 FOR CONT. OF PIPING. 4" VENT STACK UP IN WALL ABOVE TO 4" VTR. SEE SHEET P1.1 FOR CONT. OF PIPING. 2" WASTE STACK UP IN WALL ABOVE. SEE SHEET P1.1 FOR CONT. OF PIPING. 2" VENT STACK UP IN WALL ABOVE TO 2" VTR. SEE SHEET P1.1 FOR CONT. OF PIPING. 2" DOMESTIC COLD WATER UP THRU SLAB TO PRESSURE REDUCING STATION. SEE SHEET P1.1 FOR CONT. OF PIPING. 4" FIRE LINE UP TO FIRE RISER ASSEMBLY. SEE SHEET P1.1 FOR CONT. OF PIPING. SEE CIVIL SITE PLAN FOR CONT. OF 4" FIRE LINE. SEE CIVIL SITE PLAN FOR CONT. OF 2" DOMESTIC CW MAIN. SEE CIVIL SITE PLAN FOR CONT. OF 6" SEWER MAIN. REFER TO CIVIL DRAWINGS FOR LANDSCAPE IRRIGATION PIPING AND METER LOCATIONS. SEE CIVIL SITE PLAN FOR CONTINUATION OF 4" UNDERGROUND ROOF DRAIN LINE. 4" ROOF DRAIN LINE UP THRU SLAB. SEE SHEET P1.1 FOR CONTINUATION OF PIPING IN RISER ROOM ABOVE. 2 3 4 5 6 7 8 9 PLUMBING CONTRACTOR IS RESPONSIBLE TO COORDINATE FINAL INVERT ELEVATIONS OF WASTE AND ROOF DRAIN PIPING WITH CIVIL DRAWINGS AND IN-FIELD CONDITIONS TO AVOID CONFLICTS. INVERTS SHOWN ON THIS PLAN ARE FOR GENERAL REFERENCE ONLY. PLUMBING CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF UNDERGROUND PIPING WITH THE FOOTINGS. REFER TO STRUCTURAL DRAWINGS ALL PIPE PENETRATIONS SHALL BE PERPENDICULAR TO THE WALLS AND FOOTINGS. GENERAL NOTES: 1. 2. 3. 9 6" COTGINV. ELEV. MIN. -36"BELOW SLAB 8 7 6 4" 2" 5 2" V. JS-1 2"4" 2" V. & WCO 6"6"6"6"6"6" 4" 4" 4" 2" 2" 2" 4"4"2"2"4"SH-1 2" V. L-1 4" 12 2" V.WC-1 WB-1 KS-1 2" V. L-1 4" 4"3"2" 12 WC-1 2" V. T-1 WB-1 2" 3 4 2" V.FD-1 4" 4" 4" 3" 2" 2" 2" KS-1 2" 4" WC-1 3" 2" V. L-1 SH-1 2" V. 2" V. FD-1 4" 4" 2" 2" 2" 4"4"2"2"4"SH-1 2" V. L-1 4" 1 22" V.WC-1 WB-1 KS-1 2" V. L-1 4" 4"3"2" 1 2WC-1 2" V. T-1 WB-1 2" 3 4 2" V.FD-1 4" 4" 4" 3" 2" 2" 2" 2" 4" WC-1 3" SH-1 2" V. 2" V. FD-1 12 2 6"4"4"4"4" 4" COTGINV. ELEV. -12"BELOW SLAB 4" 4" 4" 4" 4" 4"3" 1 2 WC-1 2" V.L-1 2" V. SH-1 FD-1 2" V. 3 4 WB-1 2" KS-1 2" V. L-1 4" 4"3"2" 12 WC-1 2" V. T-1 3" WB-1 2" 4" 4" 4" 3" 2" 2" 2" KS-1 2" 4" WC-1 3" 2" V. L-1 SH-1 2" V. 2" V. FD-1 4" 4" 2" 2" 2" 4"4"2"2"4"SH-1 2" V. L-1 4" 1 22" V.WC-1 WB-1 KS-1 2" V. L-1 4" 4"3"2" 1 2WC-1 2" V. T-1 WB-1 2" 3 4 2" V.FD-1 4" 4" 4" 3" 2" 2" 2" 2" 4" WC-1 3" SH-1 2" V. 2" V. FD-1 12 2 4" 4" 10 10 4" COTGINV. ELEV. -36"BELOW SLAB 11 12 12 11 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 ESA JOB NUMBER:21147 Engineered Systems Associates 4/ 5 / 2 0 2 2 1 : 3 8 : 2 7 P M 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no.description date Apr 18, 2022 P1.1 PLUMBING 1st FLOOR PLAN PLUMBING 1st FLOOR PLAN SCALE: 1/8" = 1'-0" FS-1 PLAN NOTES: 1 4" WASTE STACK UP IN WALL ABOVE TO SERVE ALL LEVELS OF FIXTURES. SEE SHEET P1.2 FOR CONT. OF PIPING. 4" VENT STACK UP IN WALL ABOVE TO 4" VTR. SEE SHEET P1.2 FOR CONT. OF PIPING. 2" WASTE STACK UP IN WALL ABOVE. SEE SHEET P1.2 FOR CONT. OF PIPING. 2" VENT STACK UP IN WALL ABOVE TO 2" VTR. SEE SHEET P1.2 FOR CONT. OF PIPING. 2" DOMESTIC COLD WATER PRESSURE REDUCING STATION. SEE DETAIL ON SHEET P300. 4" FIRE RISER ASSEMBLY. SEE DETAIL ON SHEET P300. RISE 1-1/4" DOMESTIC CW MAIN UP IN WALL TO SERVE LEVELS 2 AND 3 ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. RISE 1" DOMESTIC CW MAIN UP IN WALL TO SERVE LEVELS 2 AND 3 ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. 1" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING. 3/4" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING. 2" DOMESTIC CW MAIN DOWN THRU SLAB. SEE SHEET P1.0 FOR CONTINUATION OF PIPING. GAS METER TREE WITH (12) GAS METERS SIZED FOR 65,000 BTU EACH AT OZ. DELIVERY PRESSURE. DROP 3/4" (OZ.) GAS LINE DOWN THRU CEILING OF MECH. CLOSET AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE, FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON SHEET P3.0. RUN (24) 3/4" OZ. GAS LINES FROM METER TREES UNDERGROUND TO EXTERIOR WALL OF BUILDING. RISE (24) 3/4" OZ. GAS LINES UP THRU CONCRETE SLAB SIDEWALK ON EXTERIOR SIDE OF BUILDING AND PENETRATE EXTERIOR WALL WITH PIPING TO STUD SPACE / CHASE. SEE ARCH. PLANS FOR PIPE COVERING ON EXTERIOR OF BUILDING AT SIDEWALK. RISE (16) 3/4" OZ. GAS LINES UP IN CHASE TO SERVE LEVELS 2 AND 3 ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. RUN (6) 3/4" GAS LINES IN CEILING SPACE OF MAIN LEVEL HALL WAY TO SERVE MAIN LEVEL UNITS. RUN (4) 3/4" GAS LINES IN CEILING SPACE OF MAIN LEVEL HALL WAY TO SERVE MAIN LEVEL UNITS. RUN (2) 3/4" GAS LINES IN CEILING SPACE OF MAIN LEVEL HALL WAY TO SERVE MAIN LEVEL UNITS. 2 3 4 5 6 2" V. UP JS-1 12 12 3 4 1 2 3 4 1 2 B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 FAV PRV WH-2 (ABOVE) L-1 WC-1 WB-1 SH-1 WH-1 FD-1 2 F 5 L-1 WC-1 T-1 DW-1 KS-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1 FD-1 1 F KS-1 DW-1 1 212 L-1WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1WC-1 T-1 DW-1 KS-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1FD-1 1 F KS-1 DW-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1 FD-1 1 F KS-1 DW-1 1 212 L-1WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1WC-1 T-1 DW-1 KS-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1FD-1 1 F KS-1 DW-1KS-1 DW-1 WC-1L-1 T-1 WH-1 FD-1 3 F SH-1 L-1WC-1 WB-1 1-1/4" 1-1/4" 2" 6 7 2" ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13 CODE REQUIREMENTS. NOTE:SEE LARGE SCALE TYP. UNIT PLUMBING PLANS ON SHEETS P2.0 FOR PIPING SERVING INDIVIDUAL UNIT TYPES. NOTE: 1-1/4" 1-1/4"2" 8 7 9 9 10 8 1-1/4" 1-1/4" 1-1/4" 1-1/4" 10 8 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 9 7 FAV PRV ROOM PLUMBING PLAN SCALE: 1/4" = 1'-0" LARGE SCALE FIRE RISER HB-1 WH-2 (ABOVE) 5 FS-16 2" 2" 2" 2" 3/4" 3/4" JS-1 2" V. & WCO 11 12 11 7 8 1-1/4" 1-1/4" 1-1/4" 1-1/4" 8 1-1/4" 1-1/4" 7 2"2"1-1/2" 9 9 1-1/4" 1-1/4" 3 4 12 G G G G 3/4" 3/4" 13 13 G G G 3/4"13 3 4 3/4" 3/4" 3/4" 13 G 3/4" 3/4" 13 10 G G 3/4" 3/4" 13 G G 3/4" 3/4" 13 10 G G G 13 G 12 G G G 3/4"13 3/4" G G G G G G G G G G 3/4" 3/4" 14 15 15 14 14 (12) 3/4" GAS LINES UNDERGROUND (12) 3/4" GAS LINES UNDERGROUND 16 16 (8) 3/4" GAS LINES IN CLG. SPACE 17 1718 18 19 19 UNIT 2 102 TYPE A UNIT 1 106 TYPE B UNIT 1 104 TYPE A UNIT 3 108 TYPE A UNIT 2 101 TYPE BUNIT 1 105 TYPE B UNIT 1 103 TYPE B UNIT 2 107 TYPE B JANITOR STAIR B STAIR A JANITOR DS-1 (+18" A.F.F) 4" RDL UP IN CHASE 4" RDO UP IN CHASE RB - 1 RB - 1 RB-1 RB-1 RB - 1 RB - 1 RB-1 RB-1 TYP. ALL UNITS THIS LEVEL 1 1 CITY COMMENTS 5/12/2022 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 ESA JOB NUMBER:21147 Engineered Systems Associates 4/ 5 / 2 0 2 2 1 : 3 8 : 2 7 P M 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no.description date Apr 18, 2022 P1.2 PLUMBING 2nd FLOOR PLAN PLUMBING 2nd FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 1 4" WASTE STACK UP IN WALL ABOVE TO SERVE ALL LEVELS OF FIXTURES. 4" VENT STACK UP IN WALL ABOVE TO 4" VTR. SEE SHEET P1.3 FOR CONT. OF PIPING. 2" WASTE STACK UP IN WALL ABOVE. 2" VENT STACK UP IN WALL ABOVE TO 2" VTR. SEE SHEET P1.3 FOR CONT. OF PIPING. 1-1/4" DOMESTIC CW MAIN UP IN WALL FROM BELOW. TEE 1" CW TO SERVE UNIT ON THIS LEVEL AND CONTINUE UP WITH 1" CW MAIN TO SERVE UNIT ON LEVEL 3 ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF PIPING. 1" DOMESTIC CW MAIN UP IN WALL FROM BELOW. TEE 3/4" CW TO SERVE UNIT ON THIS LEVEL AND CONTINUE UP WITH 3/4" CW MAIN TO SERVE UNIT ON LEVEL 3 ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF PIPING. 1" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING. 3/4" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING. RISE (8) 3/4" OZ. GAS LINES UP IN CHASE TO SERVE LEVEL 3 ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF PIPING. RUN (6) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO SERVE 2ND LEVEL UNITS. RUN (4) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO SERVE 2ND LEVEL UNITS. RUN (2) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO SERVE 2ND LEVEL UNITS. DROP 3/4" (OZ.) GAS LINE DOWN THRU CEILING OF MECH. CLOSET AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE, FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON SHEET P3.0. 2 3 4 2" V. UP 12 12 3 4 3 4 1 2 B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 L-1 WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1 WC-1 T-1 DW-1 KS-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1 FD-1 1 F KS-1 DW-1 1 212 L-1WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1WC-1 T-1 DW-1 KS-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1FD-1 1 F KS-1 DW-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1 FD-1 1 F KS-1 DW-1 1 212 L-1WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1WC-1 T-1 DW-1 KS-1 WB-1 1 2 WC-1 L-1 SH-1 WH-1FD-1 1 F KS-1 DW-1KS-1 DW-1 WC-1L-1 T-1 WH-1 FD-1 3 F SH-1 L-1WC-1 WB-1 5 3 4 3 4 6 7 8 5 7 5 7 5 7 6 6 8 6 8 6 5 7 1 2 G G G G G G 3/4" 3/4" 13 G G G G 3/4"13 3/4" 3/4" 3/4" 13 G G 3/4" 3/4" 13 G G 3/4" 3/4" 13 G G 3/4" 3/4" 13 G G 13 G G G G G 3/4" 13 3/4" G G G G G G G G G G 3/4" 3/4" (8) 3/4" GAS LINES IN CLG. SPACE 101112 8 9 10 11 12 9 13 8 STAIR B STAIR A UNIT 2 202UNIT 1 206 UNIT 1 204UNIT 3 208 UNIT 2 201UNIT 1 205 UNIT1 203 UNIT 2 207 4" RDL UP IN CHASE 4" RDO UP IN CHASE RB - 1 RB - 1 RB-1 RB-1 RB - 1 RB - 1 RB-1 RB-1 TYP. ALL UNITS THIS LEVEL 1 CITY COMMENTS 5/12/2022 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 ESA JOB NUMBER:21147 Engineered Systems Associates 4/ 5 / 2 0 2 2 1 : 3 8 : 2 7 P M 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no.description date Apr 18, 2022 P1.3 PLUMBING 3rd FLOOR PLAN PLUMBING 3rd FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 1 4" VENT STACK UP IN WALL TO 4" VTR. 2" VENT STACK UP IN WALL TO 2" VTR. 1" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING. 3/4" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING. DROP (8) 3/4" OZ. GAS LINES DOWN IN CHASE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. RUN (6) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO SERVE 3RD LEVEL UNITS. RUN (4) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO SERVE 3RD LEVEL UNITS. RUN (2) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO SERVE 3RD LEVEL UNITS. DROP 3/4" (OZ.) GAS LINE DOWN THRU CEILING OF MECH. CLOSET AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE, FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON SHEET P3.0. 2 3 2" VTR 1 1 2 2 1 B B C C D D E E G G 1 1 5 5 6 6 10 10 3 3 F F 7 7 A A 2 2 9 9 4 4 8 8 L-1 WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1 WC-1 T-1 DW-1 KS-1 WB-1 1 WC-1 L-1 SH-1 WH-1 FD-1 1 F KS-1 DW-1 11 2 L-1WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1WC-1 T-1 DW-1 KS-1 WB-1 1 WC-1 L-1 SH-1 WH-1FD-1 1 F KS-1 DW-1 WB-1 1 WC-1 L-1 SH-1 WH-1 FD-1 1 F KS-1 DW-1 11 2 L-1WC-1 WB-1 SH-1 WH-1 FD-1 2 F L-1WC-1 T-1 DW-1 KS-1 WB-1 1 WC-1 L-1 SH-1 WH-1FD-1 1 F KS-1 DW-1KS-1 DW-1 WC-1L-1 T-1 WH-1 FD-1 3 F SH-1 L-1WC-1 WB-1 4 3 3 3 33 1 G G G G G G 3/4" 3/4" 9 G G G G 3/4"9 3/4" 3/4" 3/4" 9 G G 3/4" 3/4" 9 G G 3/4" 3/4" 9 G G 3/4" 3/4" 9 G G 9 G G G G G 3/4" 9 3/4" G G G G G G G G G 3/4" 3/4" (8) 3/4" GAS LINES IN CLG. SPACE 678 3 3 3 5 6 7 8 9 5 UNIT 2 302UNIT 1 306 UNIT 1 304 UNIT 3 308 UNIT 2 301 UNIT 1 305 UNIT 1 303 UNIT 2 307 STAIR B STAIR A RDL RDL RDL RDL RDL RDO RDO RDO RDO RDO RDO RDO RDO 4" RDL DN. IN CHASE 4" RDO DN. IN CHASE 4"3"3"3" RD-1 (ABOVE) OD-1 (ABOVE) 2,343 SQ. FT. ROOF AREA RD-1 (ABOVE) 2,725 SQ. FT. ROOF AREA OD-1 (ABOVE) RD-1 (ABOVE) 2,725 SQ. FT. ROOF AREA OD-1 (ABOVE) RB-1 RB - 1 RB - 1 RB-1 RB-1 RB - 1 RB - 1 RB-1 TYP. ALL UNITS THIS LEVEL 1 CITY COMMENTS 5/12/2022 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 ESA JOB NUMBER:21147 Engineered Systems Associates 4/ 5 / 2 0 2 2 1 : 3 8 : 2 7 P M 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no.description date Apr 18, 2022 P2.0 LARGE SCALE TYP. UNIT PLUMBING PLANS 1 BED LARGE SCALE PLUMBING PLAN SCALE: 1/4" = 1'-0" 2 BED LARGE SCALE PLUMBING PLAN SCALE: 1/4" = 1'-0" 3 BED LARGE SCALE PLUMBING PLAN SCALE: 1/4" = 1'-0" PLAN NOTES: 1 4" WASTE STACK SERVING ALL LEVELS. 4" VENT STACK UP SERVING ALL LEVELS TO 4" VENT THRU ROOF. RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE TO FLOOR DRAIN LOCATED IN MECH. ROOM. TERMINATE WITH DOWNTURNED 90° ELBOW AND AIR GAP. INSTALL BALL TYPE SHUT-OFF VALVE ON 3/4" CW MAIN SERVING UNIT, BELOW CEILING OF MECH. CLOSET. INSTALL BALL TYPE SHUT-OFF VALVE ON 1" CW MAIN SERVING UNIT, BELOW CEILING OF MECH. CLOSET. 2" WASTE STACK SERVING ALL LEVELS. 2" VENT STACK UP SERVING ALL LEVELS TO 4" VENT THRU ROOF. DROP 1/2" CW & HW PIPING DOWN IN WALL AND RUN UNDER COUNTERTOP TO SERVE KITCHEN SINK AND DISHWASHER. DROP 1/2" CW & HW PIPING DOWN IN WALL AND RUN UNDER COUNTERTOP TO BATHROOM LAVATORY AND 1/2" CW TO TOILET. DOMESTIC CW MAIN LINE IN WALL. SEE PLUMBING FLOOR PLANS ON SHEET P1.1, P1.2 AND P1.3 FOR PIPE SIZES SERVING EACH LEVEL. 2" ISLAND SINK VENT. SEE DETAIL ON SHEET P3.0. 2 3 4 5 6 7 8 WC-1 1 F WH-1 FD-1 SH-1 WB-1 L-1 DW-1 KS-1 2 F 3 F SH-1 WC-1L-1 WB-1 KS-1 DW-1 T-1WC-1L-1 WH-1 FD-1 WC-1 WC - 1 DW-1 KS-1 L-1 T-1 WB-1 SH-1 L-1 WH-1 FD-1 1 2 2 1 2 12 2" V . 2" V . 1 2 3 3 3 4 5 5 6 7 7 6 8 8 9 9 2" V. 10 10 10 10 2" V. 2" V. 11 11 11 2" V . 2" V . 2" V. 2" 2" V. 2" 1" 3/4" 3/4"3/4"1/2" 1/2"2"2" 2"3" 2" 2" 1/2" 3/4"1/2" 2" 1/2" 2"2"2" 1 3" 2"2" 3/4" 2" 1/ 2 " 1/ 2 " 1/ 2 " 3/4" 1" 3/4" 3/4" 3/ 4 " 3/4" 3/4" 3/4" 1/2" 1/2" 2" 2" 2" V . 2" V. 2" 2" 3" 2" 1/2" 2" 2" 1/2"1/2" 3" 2" V. 1/2" 3/4"3/4"1/2"1/2" 2"2" 3"2" 2" 2" 1/2" 1/2" 2" 2" 3/4" 3/4"3/4"3/4" 2" 2" 3/4"1" 2" 2"3" 1/2" BELOW COUNTER 3"3" 2" 2" 1/2" 3/4" M. BEDROOM M. BATHROOM LIVING KITCHEN KITCHEN KITCHEN LIVING LIVING M. BEDROOM BEDROOM 1 BATH 1 M. BATHROOM M. BATHROOM M. BEDROOM BEDROOM 1 BEDROOM 2 BATHROOM 1 1/2" RB-1 1/ 2 " RB-12" V . RB-1 1/2" 1 CITY COMMENTS 5/12/2022 1 1 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 ESA JOB NUMBER:21147 Engineered Systems Associates 4/ 5 / 2 0 2 2 1 : 3 8 : 2 7 P M 2115 4/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no.description date Apr 18, 2022 P3.0 PLUMBING DETAILS & SCHEDULESWASHER BOX PIPING DETAIL NO SCALE 42 " T O 2" WASTE LINE 2" VENT LINE UP 1/2" HOT WATER LINE 1/2" COLD WATER LINE STUD WALL AT 16" O.C. 2x4 WOOD HEADER ABOVE UTILITY BOX FINISHED FLOOR DROP 2" WASTE LINE DOWN BELOW FLOOR SHUT-OFF VALVES 2" P-TRAP FL O O R NO SCALE WATER HEATER PIPING DIAGRAM UNION (TYP) BALL VALVE (TYP) WATER HEATER HEAT TRAP FITTING COLD WATER LINE HOT WATER LINE PIPE FULL SIZE TO FLOOR DRAIN ASME T&P RELIEF VALVE SEISMIC BRACING STRAPS ANCHORED TO WALL 2" DEEP DRAIN PAN UNDER HEATER DRAIN VALVE WITH THREADED HOSE CONNECT. COLD WATER INLET TAKEN NOT TO DEFORM OR OTHERWISE DAMAGE PIPING OR INSULATION. TAMPED, RODDED OR LIGHTLY COMPACTED DURING INSTALLATION. CARE SHOULD BE SAND FILL AROUND PIPING SHALL BE A MINIMUM OF 4" THICK. MATERIAL SHALL BE HAND MINIMUM PIPE SIZE UNDERFLOOR SHALL BE 3/4" PIPE INSULATION. TAPE INSULATION AT ALL SEAMS. WATER PIPE INSULATION ON UNDERFLOOR PIPING SHALL BE ARMAFLEX 3/4" THICK RUBBER ALL WATER PIPING INSTALLED UNDERFLOOR SHALL BE TYPE "K" COPPER OR PEX UNDER SLAB PIPE INSTALLATION DETAIL 3 NO SCALE 4 - SECTION 'A' NOTES: 2 - - 1 - COMPACTED EARTH CONCRETE 4" 4" 1" MIN. INSULATION SAND WATER PIPING A NO SCALE VERTICAL FIRE RISER DETAIL NOTE: WE T R I S E R 4" WATER SUPPLY FROM CITY WATER MAIN. USE CLASS 53 DUCTILE IRON WHEN CROSSING UNDER BLDG FOUNDATION. USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEISMIC BRACING IS REQUIRED. SEE NOTE #12. GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH. DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES. 3-1/2" DIAMETER WATER GAUGE WITH 1 4" TEST AND ISOLATION VALVE. VANE TYPE WATER FLOW SWITCH. SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM. SWING CHECK VALVE. RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW SWITCH, PRESSURE RELIEF VALVE, AND TEST AND MAIN DRAIN DEVICE. INSPECTOR'S TEST & MAIN DRAIN DEVICE - PIPE TO OUTSIDE. PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT 175 PSI.- PIPED TO DISCHARGE OUTSIDE. SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATEGORY C, D, E, F. 1/2" AUTOMATIC BALL DRIP VALVE. PIPE TO DRAIN OUTSIDE. WEATHERPROOF ELECTRIC BELL OR HORN AND STROBE (OUTSIDE). OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED SCH 40 PIPING- PROVIDE BALL DRIP WHEN TRAPPING PIPE. SIZE CONNECTION AS REQUIRED. NOTE: PIPE FDC TO REMOTE LOCATION WHEN REQUIRED BY FIRE MARSHAL. GALVANIZED FLANGE AND SPOOL PIECE CLASS 53 D.I. FLANGED SPIGOT 3/4" A.T.R. 3/4" BENT EYE BOLT MECHANICAL JOINT 90° ELL CONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING AREA UNDISTURBED EARTH LOW TEMPERATURE SENSOR - MOUNTED ON WALL - THIS SWITCH IS PROVIDED UNDER DIVISION 28 OF THE SPECIFICATIONS. SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCHES. LAMINATED SYSTEM MAP WITH SYSTEM START-UP AND SHUT-DOWN INSTRUCTIONS. PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR AND WALLS. SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR. PROVIDE 2" ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT. 5' - 6 " M I N . 0' - 6 " 1' - 0 " FLOOR SLEEVE FS TS LT IT 26 25 24 23 22 21 20 21 22 23 1 20 19 19 18 17 16 15 14 18 17 2 3 4 5 13 14 16 13 12 11 10 9 8 7 6 25 5 9 6 3 5 8 24 10 11 5 4 3 2 1 7 2 12 15 26 WH-1 NO SCALE HEATER MOUNTING DETAIL CEILING DRAIN PAN. PIPE TO FLOOR SINK WATER HEATER STEEL SAFETY STRAP WALL 1-1/2" x 1/4" ANGLE IRON SUPPORT. PRIMED AND PAINTED TO MATCH WALL AND BOLTED TO BUILDING. WH-2 JANITOR CLOSET WATER TRAPSYM.DESCRIPTION PLUMBING FIXTURE SCHEDULE PIPE SIZE VENTWASTE C.W.H.W.REMARKS WATER CLOSETWC-1 2"INT.3"1/2"-ELONGATED BOWL FLUSH TANK WITH SEAT AND LID WASHER BOXWB-1 2"2"2"1/2"1/2"POLY WASHER BOX WITH 1/2" HW AND CW STOP VALVES 2" STANDPIPE WITH P-TRAP LOWBOY ELECTRIC WH-1 ---3/4"3/4" 40 GALLON ELEC. WATER HEATER WITH T&P VALVE & DRAIN PAN. 240/60/1 POWER. 4500 WATT UPPER & LOWER NON-SIMULTANEOUS ELEMENTS.ELEC. WATER HEATER WH-2 ---3/4"3/4" 20 GALLON ELEC. WATER HEATER WITH T&P VALVE & DRAIN PAN. 240/60/1 POWER. 4500 WATT UPPER & LOWER NON-SIMULTANEOUS ELEMENTS.WATER HEATER 1-1/2"LAVATORYL-1 1-1/2"1-1/2"1/2"1/2"COUNTERTOP MOUNT ISLAND SINK VENTING DETAIL WCO NO SCALE 1-1/2"2" 2" TYPICAL SINK 2" 2" VENT PIPE 2" FOOT VENT2" NEAREST PARTITION 4"FLOOR SINKFS-1 2"4"------ ZURN Z-1900-KC WITH WHITE ENAMEL FINISH, DOME STRAINER AND 4" DEEP SEAL P-TRAP. PROVIDE 3/4 GRATE OVER SINK. 2"FLOOR DRAINFD-1 2"2"------ ZURN Z-415B WITH 5"Ø NICKEL-BRONZE STRAINER AND 2" DEEP SEAL P-TRAP 2"JANITOR SINKJS-1 2"2"1/2"1/2" KOHLER K-6710 "WHITBY" W/ K-8940 WIRE RIM GUARD, K-8928 FAUCET ASSEMBLY & K-9142 STRAINER & DEEP SEAL P-TRAP. HOSE & HOSE CLAMP 2"KITCHEN SINKKS-1 2"2"1/2"1/2"COUNTERTOP MOUNT WITH DISPOSER (120/60/1 POWER REQUIRED) -DISHWASHERDW-1 -3/4"-1/2"UNDER COUNTER - CONNECT WATER & WASTE TO ADJACENT SINK / GARBAGE DISPOSER 1-1/2"TUB / SHOWERT-1 1-1/2"1-1/2"1/2"1/2"RIGHT OR LEFT HAND AS PER FLOOR PLAN 1-1/2"SHOWERSH-1 1-1/2"1-1/2"1/2"1/2"RIGHT OR LEFT HAND AS PER FLOOR PLAN 6" V E R T I C A L GAS LINE CONNECTION DETAIL NO SCALE DROP FROM MAIN. SEE PLAN FOR SIZE MANUAL MAIN SHUT-OFF VALVEGROUND JOINT UNION EQUIPMENT CASING FLEXIBLE GAS CONNECTOR. 18" MAX. FLEX PIPE SIZE TO MATCH DROP DRIP LEG SAME SIZE AS DROP ---EXTERIOR HOSE BIBBHB-1 ------3/4"--- FREEZEPROOF EXTERIOR HOSE BIBB WITH REMOVABLE KEY. LENGTH TO SUIT WALL THICKENESS JAY R SMITH MODEL 1770 SIZE 4" WITH ROUGH BRONZE FINISH AND 4" DRAIN LINE CONNECTION. ROOF OVERLOW DRAINDS-1 --4"-- DOWNSPOUT ROOF DRAINRD-1 --3"--JAY R SMITH MODEL 1010 SIZE 3" WITH UNDERDECK CLAMP AND FLASHING. ROOF OVERLOW DRAINOD-1 --3"--JAY R SMITH MODEL 1080 SIZE 3" WITH 2" HIGH WATER DAM, UNDERDECK CLAMP AND FLASHING. NO SCALE WATER PRESSURE REDUCING STATION DETAIL (TYPICAL) BALL VALVE 2" TO FIXTURES DIRT LEG UNION TYPICAL 3/4" DRAIN VALVE 5'-0" CONTRACTOR BY PLUMBING CONTRACTOR BY SITE UTILITIES CAP GRADE EXT WALL 36" COMBINATION PRESSURE REDUCING VALVE AND STRAINER. SET DISCHARGE AT 50 PSIG TRERICE 3-1/2" NO. 800, RANGE 0-TO-100 PSI RISE TO CEILING SPACE 1'-0" MINIMUM CLEARANCE REDUCED PRESSURE BACKFLOW PREVENTER DRAIN VALVE 1-1/4" CW LINE OUT FOR SPRINKLER SYSTEM 2" WATER SUPPLY TO BUILDING WATER METER REMOTE READOUT DEVICE FOR BLDG. METER DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH BALL VALVES AND STRAINER REMOTE READOUT DEVICE FOR IRRIGATION METER REFER TO CIVIL SITE PLANS FOR NUMBER OF BUILDINGS REQUIRING LAWN IRRIGATION. 1 NOTES: 1 1 1 1 REFRIGERATOR SUPPLYRB-1 ---1/2"-RECESSED POLY BOX WITH 1/2" X 3/8" SHUT-OFF VALVE BOX 1 CITY COMMENTS 5/12/2022 1 ELECTRICAL SPECIFICATIONS 1. INTENT: Provide and install complete and operable electrical systems including but not not limited to; lighting, power, receptacles, data, fire alarm ande etc. Provide all required connections to all Mechanical and Plumbing equipment, as indicated and required, including all conduits, wiring and controls. Coordinate with mechanical contractor and drawings. 2. COMPLIANCE WITH CODES: All work and material shall comply with all applicable codes, safety orders, laws, ordinances and regulations of governing authorities and other agencies having jurisdiction including regulations of the State and Local Fire Marshall, unless detailed as specified to a more restrictive standard or higher requirement. 3. INTERPRETATION OF DRAWINGS: The electrical drawings are essentially diagrammatic in that all provisions necessary to conform to structural, architectural, mechanical and plumbing systems can not be shown. All installations shall be adjusted as necessary to conform and to avoid obstructions, without additional cost to the owner. All work, material and equipment called for by notes, schedules or otherwise indicated on the drawings shall be furnished and isntalled as though fully set forth in these specifications. 4. VISITING THE SITE: Contractor shall visit the site and become acquainted with conditions to be encounterd. Extra funds will not be allowed due to failuer to examine the site and to included existing conditions in bid price. 5. COORDINATION WITH UTILITIES: These plans have been prepared without utility company comments. The contractor shall verify exact requirements for the electrical, telephone and communication services with the utility company representatives and provide all work and pay all costs for a complete and operating systems, as directed by the governing utilities. 6. MATERIALS AND WORKMANSHIP: All workmanship shall be performed by skilled electricians using the best standard practives of the trade. All materials shall, unless otherwise noted, be new and in perfect condition and working order. All material for similar uses shall be of the same type, material and manufacturer for ease of future maintaenance. All equipment shall be readily accessible for maintenance and repairs. All materials, fixtures and equipment shall be covered or sealed upon installation so as to provide for safety and to insure that operation and appearance will be maintained after subsequent construction operations. 7. EXECUTION: Raceway installation: Seperate underground conduits in a common trench 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit depth shall be 18". Coordinate conduit installation with pipes, steel, footings and ducts installed by other trades. Install conduit runs exposed to view parallel or at right angles to structural members, walls or building lines. Support conduit with one-hole malleable factory made pipe straps, fastended with screws. 8. OPERATING AND ADJUSTING: The owner reserves the right to operate any systems of equipment prior to final comletion and acceptance of the work. Such perliminary operation shall not be construed as an acceptance of any work. Each piece of equipment and all of the systems shall be adjusted to insure proper functioning and shall be left in first class operating condition. 9. CUTTING AND PATCHING: Do all drilling and cutting as necessary for installation of equipment or conduit. Cutting or drilling of structure is only permitted with prior approval of the owner and structural engineer. Where cutting and patching of work is necessary, use the same materials, workmanship and finish to neatly match all surrounding work. 10. CONDUIT: All conduit material and installation methods shall be as allowed by the NEC, local AHJ and as directed by the owner. 11. CONDUCTORS: Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be #14 AWG unless noted otherwise. All wiring shall be Copper unless indicated otherwise. Type MC cable shall be permitted, provided it is installed in concealed areas and installation complies with the Local AHJ and NEC requirements. Type NM cable is only permitted in locations allowed by the Local AHJ and NEC. Use "Ideal Yellow" pulling compound for all wire pulls. Use Scotchlock connectors for all splices in #12 wire and tape bolted pressure connectors for larger wire. 12. GROUNDING: All conduit, branch circuits, feeders and etc. shall be provided with a grounding conductor. All grounding conductors shall be insulated and green in color, size as shown. 13. WIRING DEVICES: Devices shall be Standard type, Specification grade, color as selected by owner. Decora style devices are prohibited. Utilize GFCI and Tamper-proof devices in all locations as defined by the NEC. Wiring devices shall be as installed as allowed by the NEC, local AHJ. 14. DEVICE PLATES: Devices plate type and color shall be as directed by owner and as required by the NEC. 15. LIGHTING FIXTURES: As selected by owner and/or indicated in schedules. All light fixtures shall be installed and connected by the Electrical Contractor. 16. SERVICE EQUIPMENT & PANELBOARDS: Service Equipment: Shall be rated as such and shall comply with local utility co. requirments. . Panelbards: Shall be provided with typed writtend directories indicating loads being served. Maintain all required clearances around equipment as required by the NEC. All equpment dimensions to be field verified. 17. CLEAN-UP: Upon completion of the work, prior to final inspection, thoroughly clean all exposed fixtures, trim and equipment and leave the entire installation in a neat, clean and usable condition. Remove all cement, paint, grease, oil and other foreign substances. 18. TEST: Test all conductors for shorts, opens, grounds or other defects. Correct any defective work and re-test. Demonstrate continuous satisfactory operation of all electrical systems and equipment. Provide training to the owner on electrical systems as needed for owner operation and maintenance of building. 19. GUARANTEE: Prior to final acceptacne of the project, deliver to the owner a written one year guarantee on all workmanship, materials and equipment and agree to repair or replace all such defective items promptly that may occure during the warranty period; including repair or replacement of the premises that may be damaged due to faulty work and materials furnished under contract. CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S) SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) FIRE ALARM SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DETECTOR SUBSCRIPTS P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR M MULTI-STATION SMOKE/CO DETECTOR, MONITORED BY FACP (120V W/BATTERY BACKUP) FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF) F FACP NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF) REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF) NAC RA MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72) MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULE MM CM ADDRESSABLE MONITORING MODULE FIRE ALARM FLOW SWITCH FIRE ALARM TAMPER SWITCH FS TS WALL MOUNTED FIRE ALARM HORN ONLY WALL MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) # ADDRESSABLE DETECTOR WITH BASE ## ##CEILING MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) ## ## WALL MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) CEILING MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC. FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. GENERAL FIRE ALARM SYSTEM NOTES LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) FT FAN TIMER, 10/20/30/60 MIN. ELECTRONIC (INTERMATIC MODEL EI210 SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND FIXTURES. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POWER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R (30A FUSES) COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W WASHING MACHINE D DRYER (30A-240V RATED RECPT.) M MICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR 30A/3P/3R SIZE 1 (30A FUSES) SMALL EXHAUST FAN CONNECTION TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONS USB 120V RECPT. WITH USB CHARGING PORTS DW/DISP DISHWASHER/DISPOSER, SPLIT-WIRE RECEPT. HALF TO BE CONTROLLED BY SWITCH FOR DISPOSER. (COORDINATE W/ MILLWORK AND INSTALL PER NEC 422.16(B)(2)). M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK) R ELECTRIC RANGE (50A-240V RATED RECPT.) GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T/_D-X CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _D-X A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: ###_D-X SPECIAL SYSTEMS NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2" 3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED) WALL/FLOOR ELECTRICAL PATHWAY SLEEVE; INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. (qty) = QUANTITY OF SLEEVES AT LOCATION EP2 = 2" HILTI SPEED SLEEVE CP-653-BA EP4 = 4" HILTI SPEED SLEEVE CP-653-BA ### FB# _D-X ELECTRICAL FLOORBOX REFER TO "ELECTRICAL FLOORBOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY ### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW) INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS. WALL ### FLOOR (qty) (qty) A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE: 1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION. PROJECT GENERAL NOTES: ROCKY MOUNTAIN POWER CO. WWW.ROCKYMOUNTAINPOWER.NET CONTACT: DAN KUHL (503) 308-0233 dan.kuhl@evergreen-efficiency.com UTILITY LIGHTING REBATES & INCENTIVES: IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS. VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CA B . D I M E N S I O N S PE R A R C H . D E T A I L 6" CABINET *E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' - 8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICALEQUIPMENT NO T E # 1 N O T E #4 NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 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. #:2227 04/18/22 4/ 1 5 / 2 0 2 2 1 0 : 2 5 : 1 3 A M E0.0 ELECTRICAL SYMBOLS & DETAILS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O no. description date S CD2 WP 1 'H' SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) F1 FX1 FX1 FX1 FX1 FX2 F2F2F2F2 F2 F2 F2 F2 F3E 9' -6"F3E 9' -6" F4F4F4 BCDEG 1 5 6 10 3 F 7 A 2 9 4 8 FX2 FX2 1 1 F6 F6 1 F6 F6 1 SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) FX1 FX1FX2 F2F2F2F2 F2 F2 F2 F2 FX2 FX2 BCDEG 1 5 6 10 3 F 7 A 2 9 4 8 F4 F4 FX2 FX2 F5 16' -0" 1F5 16' -0" 1 F5 16' -0"1F5 16' -0"1 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 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. #:2227 04/18/22 4/ 1 5 / 2 0 2 2 1 0 : 2 5 : 1 7 A M E1.0 1ST & 2ND FLOOR LIGHTING PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# SCALE: 1/8" = 1'-0"1 OVERALL 1ST FLOOR LIGHTING PLAN 16'8'0" FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION. A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE & CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES. G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177 CANDELA. FIRE ALARM SYSTEM: LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MTG VOLTS LUMENS COLOR TEMP.(K) MFGR. CATALOG # APPROVED MFGR'S NOTES F1 4FT LED STRIP, 0-10V DIMMING SURFACE 120 4500 4000 LITHONIA MNSL-L48-2LL-MVOLT-40K-80CRI-M6 COOPER F2 4FT LED WRAPAROUND, FIELD SELECTABLE LUMENS SURFACE 120 5000 4000 LITHONIA FML4W-48-ALO6-SEF-840-MVOLT COOPER F3E EXTERIOR LED WALL PACK, W/ INTEGRAL EMERG. BATTERY PACK WALL 120 6000 4000 LITHONIA WDGE2 LED-P5-40K-VF-MVOLT-E20WC-SCBA COOPER 3 F4 6" ROUND SURFACE LED DOWNLIGHT, DIMMABLE SURFACE 120 1200 4000 COOPER LTG SLD612-8-40-WH LITHONIA F5 4" DIA. LED WALL CYLINDER,20 DEG. UP/DWN DIST. IP66 RATED WALL 120 3000 UP 3000 DWN 4000 GOTHAM LTG ICO4UDWC-40/30-AR-LSS-20D-SHLD-SCBA//U30LM-U20D -USHLD-SCBA-120-GZ10-JBX-IP66-SCBA COOPER 3 F6 GOOSENECK SIGN LED SIGN LIGHT W/ 10" DIA. SHADE WALL ABOVE SIGN 120 1250 4000 BARN LIGHT ASFC10-SBCA-G11-SCBA-SWK-SCBA-LED16-4000K-DL FX1 EXIT SIGN/EM LIGHT COMBO W/ 90MIN BATTERY,THERMOPLASTIC, GREEN LED, SINGLE/DOUBLE FACE WALL OR CEILING 120-277 N/A N/A LITHONIA LHQM LED-G-SD COOPER FX2 WALL MOUNTED LED EMERGENCY LIGHT WALL AT 7'-6" AFF 120-277 N/A N/A LITHONIA ELM6L-UVOLT-LTP-SDRT COOPER 1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS. 2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING. 3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.) LIGHT FIXTURE SCHEDULE NOTES: • LIGHTING FIXTURES INDICATED IN SCHEDULE ARE BASIS OF DESIGN, ALTERNATE MANUFACTURERS SHALL BE PRE-APPROVED BY ADDENDUM. ALTERNATE MANUCATURERS SHALL SUBMIT PER-APPROVALS TO ENGINEER A MINIMUM OF 10 DAYS PRIOR TO PROJECT BID DATE. GENERAL LIGHTING SCHEDULE NOTES: LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE TYPE DESCRIPTION MFGR. CATALOG # APPROVED EQUALS NOTES OCC. SENSORS - CEILING (LINE VOLTAGE) CD2 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD SENSOR SWITCH CMR PDT 9 COOPER, WATTSOPPER, HUBBELL OCC. SENSORS - WALL MOUNTED WP1 PASSIVE-INFRARED, 1-POLE, NEUTRAL REQUIRED SENSOR SWITCH WSX-** COOPER, WATTSTOPPER, HUBBELL 2 1 EXTERIOR LIGHTING TO BE CONTROLLED VIA PHOTOCELL/TIMECLOCK FOR DUSK-TILL-DAWN OPERATION. INSTALL TIMECLOCK IN FIRE RISER ROOM, ROUTE EXTERIOR LTG CIRCUIT TIMECLOCK. PROGRAM ON/OFF TIMES AS DIRECTED BY OWNER. PROVIDE ADDITIONAL UNSWITCHED LEG FOR CONNECTION TO EMERG. BATTERY PACK IN EMERGENCY FIXTURES. SCALE: 1/8" = 1'-0"2 OVERALL 2ND FLOOR LIGHTING PLAN 16'8'0" 1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES. 2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS. 4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES. 5. PROVIDE 0-10V DIMMING CONDUCTORS (GRAY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL. 6. PROGRAM ON/OFF TIMES OF RELAY'S AS DIRECTED BY OWNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW. 7. CUSTOM WALL STATION ENGRAVINGS IS REQUIRED FOR WALL STATION(S) AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER PROGRAMING OF SYSTEM. CONTROL & OCCUPANCY SENSOR SCHEDULE NOTES: • E.C. SHALL BE RESPONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET- POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON. • LIGHTING IS SPACES WITH WIRELESS CONTROLS SHALL BE FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFACTORY TO THE OWNER DURING PROGRAMMING AND COMMISSIONING OF THE WIRELESS CONTROL SYSTEM. GENERAL LIGHTING CONTROL NOTES: no. description date P FS TS 'METER-PACK MP-1' 'H' '1B''1B' '1B''1B' '2B''2B' '2B' '3B' WP WP 'FACP' REFER TO FIRE ALARM SYSTEM NOTES EH-1 EH-2 EH-2 SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) 'TTB' 1 2 3 4 (A/E1.1) 5 BCDEG 1 5 6 10 3 F 7 A 2 9 4 8 WH-2 H-16 H-8#10'S H-18,20#10'S H-12#10'S '1B''1B' '1B''1B' '2B''2B' '2B' '3B' SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) BCDEG 1 5 6 10 3 F 7 A 2 9 4 8 6" 3/4" C., 1#6 B.C. GRND. CONNECT TO BLDG. GROUND SYSTEM FINISH FLOOR TYPICAL CONDUIT/CABLING TO UNIT MEDIA CENTERS REFER TO TYP. UNIT PLANS 4'X8'X3/4" PLYWOOD PRIME & PAINT W/TWO COATS GREY ENAMEL (INSTALL ON WALLS AS INDICATED ON PLANS) ANCHOR SECURELY TO WALL W/ CONST. ADHESIVE. DOUBLE-DUPLEX OUTLET(S) PER PLANS 120V CIRCUIT PER PLANS PULL CORD INCOMING UTILITY SERVICECONDUIT(S) WITH INSULATED BUSHING. SEE SITE PLAN FOR SIZE & QTY GROUND BAR (SQ. D #PK27GTA) TELEPHONE, DATA, TV EQUIPMENT (TYP) ENTRANCE CONDUIT(S) 4" SQUARE BOX RAISED RING TO SUIT WALL RECEPTACLE - 20AMP RATED - SEE SPECIFICATIONS. NORMAL POWER COLOR - (SEE SPEC'S) COVER PLATE - STYLE & COLOR TO BE AS PER SPECIFICATIONS. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT-TIP MARKER GREEN INSULATED GROUND CONDUCTOR 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 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. #:2227 04/18/22 4/ 1 5 / 2 0 2 2 1 0 : 2 5 : 1 9 A M E1.1 1ST & 2ND FLOOR PWR PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 16'8'0" 16'8'0" FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION. A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE & CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES. G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177 CANDELA. FIRE ALARM SYSTEM: SCALE: 1/8" = 1'-0"1 OVERALL 1ST FLOOR ELECTRICAL PLAN SCALE: 1/8" = 1'-0"2 OVERALL 2ND FLOOR ELECTRICAL PLAN 1 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR ADDITIONAL INFORMATION. 2 (1) 4" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO BUILDING AND (1) 2" CONDUIT FOR CABLE TV SERVICE TO BUILDING. STUB CONDUITS TO LOCATIONS AS SPECIFIED BY LOCAL TELEPHONE AND CABLE TV PROVIDERS, PROVIDE WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AS INDICATED IN GENERAL NOTES 3 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT. CONNECTION; FIELD LOCATION, COORDINATE LOCATION WITH FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH-IN. 4 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES; VERIFY EXACT NUMBER OF SWITCHES WITH FIRE SPRINKLER CONTRACTOR. 5 METER-PACK LOCATION IS SCHEMATIC IN NATURE, E.C. SHALL COORDINATE LOCATION OF METER PACK WITH RMP SITE DIST. DESIGN AND TRANSFORMER LOCATIONS. SCALE: NONEATELEPHONE TERMINAL BOARD (TTB) SCALE: NONEBRECEPTACLE MOUNTING DETAIL no. description date SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) FX1 FX1FX2 F2F2F2F2 F2 F2 FX2 FX2 F2 F2 F2F2 BCDEG 1 5 6 10 3 F 7 A 2 9 4 8 FX2 FX2 '1B''1B' '1B''1B' '2B''2B' '2B' '3B' EH-2 EH-2 SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) BCDEG 1 5 6 10 3 F 7 A 2 9 4 8 H-14#10'S H-10#10'S 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 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. #:2227 04/18/22 4/ 1 5 / 2 0 2 2 1 0 : 2 5 : 2 0 A M E1.2 3RD FLOOR LTG/PWR PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION. A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE & CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES. G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177 CANDELA. FIRE ALARM SYSTEM: SCALE: 1/8" = 1'-0"1 OVERALL 3RD FLOOR LIGHTING PLAN 16'8'0" SCALE: 1/8" = 1'-0"2 OVERALL 3RD FLOOR ELECTRICAL PLAN 16'8'0" no. description date M M F F/L FT 3 3 3 3 M M F F/L FT 3 3 3 M F FT 3 M M F/L F FT 3 3 M F FT 3 3 3 M M 3 3 4 3 - - SEE TYP. DWELLING UNIT LOAD SCHEDULE - - - - PANEL FEED TOP DIMENSIONS FEED BOTTOM AIC RATING AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 1 LOCATION MAKE/MODEL CLASS CIR WIRE SIZE LLAMPEA B AMPE LOAD/POLE MAIN LUGS MAIN BRKR. BRK PO AMPS PO BRK 40 42 36 38 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSHAMPS - - - - - - - - - - - - - - - - - - - WIRE SIZE SQ. D QO LOAD CENTER SEE UNIT DWG. 120/208V, 1PH, 3W TYPICAL UNIT 14"W x 24"H x 4"D PROVIDE PANEL WITH A LOCKABLE COVER LIGHTING/RECEPTS #12 Cu 20 1 SMOKE/CO2 DETECTORS #12 Cu 20 1 WATER HTR 230 **30 * WASHING MACH. (NOTE#3) #12 Cu 20 1 DRYER #10 Cu 30 2 30 *#10 Cu** PREPARED SPACE SMALL APPLIANCE CRKT LIGHTING/RECEPTS #12 Cu201 #12 Cu201 DISHWASHER/DISPOSER#12 Cu201 RANGE HOOD/MICROWAVE#12 Cu201 HVAC UNIT (NOTE #2)### Cu##2 ##***### Cu RANGE#8 Cu402 40***#8 Cu PREPARED SPACE SPARE201 NOTE #1 THIS PANEL SCHEDULE IS TYPICAL AND REFERENCE FOR THE BRANCH CIRCUIT REQUIREMENTS OF THE DWELLING UNITS; REFER TO TYPICAL DWELLING UNIT SCHEDULE FOR SERVICE/FEEDER SIZE AND MAIN BREAKER RATING BASE ON DWELLING UNIT TYPE. NOTE #2 1-BED UNITS F-1: 15A/2P, #12 Cu 2-BED UNITS F-2: 20A/2P, #12 Cu 3-BED UNITS F-3: 35A/2P, #8 Cu NOTE #3 UTILIZED GFCI TYPE CIRCUIT BREAKER AS REQUIRED BY 2020 NEC. #10 Cu #10 Cu TYP. APARTMENT PANEL AIC RATINGS SHALL BE AS FOLLOWS: FEEDER LENGTHS LESS THAN 35FT : 22k AIC FEEDER LENGTHS GREATER THAN 35FT: 10k AIC 1 1 NOTE#1 1 GENERAL LOADS TYPICAL DWELLING UNIT EXAMPLE 1200 SQ FT UNIT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (19,000VA @ 120/208 1PH. 3W) REMAINDER (16000) @ 40% HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC LOAD (HEATING & COOLING) GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 19,000 VA 91 AMPS (SEE NOTE#1) = = = =3,000 VA 3,600 VA 3,000 VA= = 26,000 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER DISPOSAL = = = = 10,000 VA 5,000 VA 400 VA 1,000 VA 3,000 VA 6,400 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,500 VA= 1,500 VA= NOTE #1 THIS CALCULATION IS A TYPICAL EXAMPLE OF THE DWELLING UNIT LOAD CALCULATIONS USED AND IS FOR REFERENCE ONLY; REFER TO THE TYPICAL DWELLING UNIT LOAD SCHEDULE FOR ACTUAL LOAD INFORMATION FOR THE SPECIFIC DWELLING UNITS. (SEE NOTE#1) WH-1 F-1 WP D 42" AC AC AC M/R R DW/DISP TV '1B' 'SMC' 1 AC WH-1F-2 WP D 42" AC AC AC M/R R DW/DISP TV AC 30" AC '2B' 'SMC' 1 WH-1 F-3 WP D 42"AC AC AC M/R R DW/DISP TV AC 30" AC '3B''SMC' 1 APARTMENT UNIT PANEL VOLTAGE DROP SCHEDULE 208 VOLT, 1 PHASE, #1 AL SER CABLE* - MAXIMUM LENGTH OF 200' #1/0 AL SER CABLE* - MAXIMUM LENGTH OF 260' #2/0 AL SER CABLE* - MAXIMUM LENGTH OF 330' #3/0 AL SER CABLE* - MAXIMUM LENGTH OF 400' #4/0 AL SER CABLE* - MAXIMUM LENGTH OF 500' FEEDER SIZE TO APARTMENT UNIT PANELS SHALL BE DETERMINED FROM THE FOLLOWING SCHEDULE, THIS TABLE IS BASED ON ALUMINUM SER CABLE. COPPER CONDUCTORS MAY BE UTILIZED, BUT ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VOLTAGE DROP CALCULATIONS AND FEEDER SIZES TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP AT PANEL. * GROUNDING CONDUCTOR OF SER CABLE SHALL BE PROPORTIONATELY INCREASED IN SIZE PER NEC 250.122(B) 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 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. #:2227 04/18/22 5/ 5 / 2 0 2 2 9 : 1 1 : 4 4 A M E2.0 TYPICAL UNIT PLANS 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O A. PROVIDE ARC-FAULT PROTECTION FOR ALL 120V, 15A & 20A BRANCH CIRCUITS IN BEDROOMS AS PER IDAHO EXEMPTIONS TO THE 2017 NEC. B. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQUIRED IN A DWELLING UNIT AS DESCRIBED BY THE CURRENT NEC THAT IS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION; REFER TO NEC SECTION 210.11 AND 210.50. C. TAMPER-PROOF RECEPTACLES SHALL BE INSTALLED IN ALL AREAS OF THE DWELLING UNITS; REFER TO NEC SECTION 406.11 OF THE NEC. D. EVEN IF SPECIFICALLY INDICATED ON THE DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. E. ALL CLOSET FIXTURES SHALL BE FULLY ENCLOSED PER THE NEC. F. PROVIDE GFCI RECEPTACLES AS REQUIRED BY THE NEC WETHER SHOWN OR NOT. G. E.C. SHALL REFER TO BUILDING FLOOR PLANS AND ARCHITECTURAL DRAWINGS FOR SPECIFIC UNIT ORIENTATION AND LAYOUT AS UNITS MAY BE MIRRORED OR HAVE SLIGHT WALL MODIFICATIONS FROM TYPICAL UNIT SHOWN. E.C. SHALL ADJUST OUTLETS, LIGHTING AND ETC. TO MATCH ACTUAL ORIENTATION. GENERAL NOTES: KEY NOTES:# 8'4'0" TYPICAL DWELLING UNIT LOAD SCHEDULE UNIT TYPE DESCRIPTION UNIT SQFT QUANTITY GENERAL LOAD (PER UNIT) APPLIANCE LOAD (PER UNIT) HVAC LOAD (PER UNIT) TOTAL CONN. LOAD (PER UNIT) TOTAL DEMAND LOAD (PER UNIT) TOTAL DEMAND AMPS (PER UNIT) RECOMMENDED SERVICE SIZE BRKR SIZE FEEDER SIZE 1B 1-BEDROOM UNIT 600 12 6300 VA 18900 VA 2000 VA 27200 VA 18080 VA 87 A 100 A 100 A #1 AL SER CABLE W/ GND 2B 2-BEDROOM UNIT 900 9 7200 VA 18900 VA 2700 VA 28800 VA 19140 VA 92 A 100 A 100 A #1 AL SER CABLE W/ GND 3B 3-BEDROOM UNIT 1100 3 7800 VA 18900 VA 5000 VA 31700 VA 21680 VA 104 A 125 A 125 A #1/0 AL SER CABLE W/ GND SCALE: 1/4" = 1'-0"1 TYP. 1-BEDROOM UNIT ELECTRICAL PLAN SCALE: 1/4" = 1'-0"2 TYP. 2-BEDROOM UNIT ELECTRICAL PLAN SCALE: 1/4" = 1'-0"3 TYP. 3-BEDROOM UNIT ELECTRICAL PLAN 8'4'0"8'4'0"1 PROVIDE AND INSTALL STRUCTURED MEDIA CENTER PANEL FLUSH IN WALL FOR UNIT TV AND DATA SERVICES, FIELD VERIFY LOCATION WITH OWNER PRIOR TO ROUGH-IN. E.C. SHALL PROVIDE AND INSTALL SERVICE CABLING FROM PANEL TO UTILITY DEMARC LOCATION. UTILIZE LEVITON OR EQUAL, REFER TO DETAIL FOR ADDITIONAL INFORMATION. SCALE: NONEARESIDENTIAL - LEVITON MEDIA CENTER DETAIL 1 FIRE RATING NOTES: A. ALL RECESSED DEVICE BOXES INSTALLED IN FIRE RATED WALLS BETWEEN UNITS SHALL BE INSTALLED IN SUCH A MANNER AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. 1 no. description date 1 City Review Comments 5/10/22 BLDG. STEEL WATER MAIN GROUND BAR AT MAIN TTB GRND RODS STAND-OFF GROUND BAR LOCATED NEXT TO SERVICE EQUIP. GROUND BAR SHALL BE ERICO #EGBA14412CC OR EQUAL. PROVIDE AND INSTALL ALL REQ'D LUGS & TERMINALS. MAIN SERVICE EQUIPMENT G N NEUTRAL TO GND BOND AT THIS POINT ONLY #3/0 Cu #4 C u CONCRETE ENCASED ELECTRODE 3/ 4 " C . , 1 # 6 C u #3 / 0 C u #3 / 0 C u #6 C u BOND TO FIRE SPRINKLER RISER #3 / 0 C u 1 1 PANEL 'H' MAIN FLOOR 2ND FLOOR METER-PACK 'MP-1' 208Y/120V 3P,4W 800A, MBR UTILITY TRANSFORMER BY LOCAL UTILITY CO. PAD AND VAULT PROVIDED AND INSTALLED BY ELECT. CONTRACTOR UNDERGROUND PRIMARY; CONDUIT AND TRENCHING BY E.C. CONDUCTORS BY UTILITY CO. FAULT CURRENT CALULATIONS WERE BASED ON INFINITE BUS, WITH AN ESTIMATED 300KVA TRANSFORMER WITH A 3.21%Z. REFER TO DWELLING UNIT LOAD SCHEDULE GROUNDING ELECTRODE SYSTEM PANEL '1B' PANEL '1B' PANEL '2B' (A/E3.0) 1-PHASE METER SECTIONS *25,972A <*10kA M M M M #13 #14 #15 #16 M M M M M M M M M M M M #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 M M M M #17 #18 #19 #20 M M M M #21 #22 #23 #24 M #25 1-PHASE METER SECTIONS PANEL '2B' PANEL '1B' PANEL '1B' PANEL '3B' PANEL '2B' PANEL '1B' PANEL '1B' PANEL '2B' PANEL '2B' PANEL '1B' PANEL '1B' PANEL '3B' PANEL '2B' 3RD FLOOR PANEL '1B' PANEL '1B' PANEL '2B' PANEL '2B' PANEL '1B' PANEL '1B' PANEL '3B' PANEL '2B' REFER TO DWELLING UNIT LOAD SCHEDULE REFER TO DWELLING UNIT LOAD SCHEDULE 3-PHASE MAIN SECTION UNDERGROUND SECONDARY; CONDUIT AND TRENCHING BY E.C. CONDUCTORS BY UTILITY CO. TYP. APARTMENT PANEL AIC RATINGS SHALL BE AS FOLLOWS: FEEDER LENGTHS LESS THAN 35FT : 22k AIC FEEDER LENGTHS GREATER THAN 35FT: 10k AIC TYP. APARTMENT PANEL AIC RATINGS SHALL BE AS FOLLOWS: FEEDER LENGTHS LESS THAN 35FT : 22k AIC FEEDER LENGTHS GREATER THAN 35FT: 10k AIC TYP. APARTMENT PANEL AIC RATINGS SHALL BE AS FOLLOWS: FEEDER LENGTHS LESS THAN 35FT : 22k AIC FEEDER LENGTHS GREATER THAN 35FT: 10k AIC 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 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. #:2227 04/18/22 5/ 5 / 2 0 2 2 9 : 1 1 : 4 4 A M E3.0 POWER RISER DIAGRAM & SCHEDULES 2115 04/18/2022 TE T O N R I V E R L O F T S RE X B U R G , I D A H O Dwelling Unit 680700 VA 35.00% 238245 VA TOTAL DEMAND AMPS:710 A Receptacle 2880 VA 100.00% 2880 VA TOTAL CONN. AMPS:1938 A Other 500 VA 100.00% 500 VA TOTAL DEMAND VA:256 kW Lighting 1802 VA 100.00% 1802 VA TOTAL CONN. VA:698 kW Elec. Heating 13600 VA 100.00% 13600 VA LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84) 25 3-BEDROOM 3RD FLOOR 2 125 A 32 kW 24 2-BEDROOM 3RD FLOOR 2 100 A 29 kW 23 2-BEDROOM 3RD FLOOR 2 100 A 29 kW 22 2-BEDROOM 3RD FLOOR 2 100 A 29 kW 21 1-BEDROOM 3RD FLOOR 2 100 A 27 kW 20 1-BEDROOM 3RD FLOOR 2 100 A 27 kW 19 1-BEDROOM 3RD FLOOR 2 100 A 27 kW 18 1-BEDROOM 3RD FLOOR 2 100 A 27 kW 17 3-BEDROOM 2NDD FLOOR 2 125 A 32 kW 16 2-BEDROOM 2ND FLOOR 2 100 A 29 kW 15 2-BEDROOM 2ND FLOOR 2 100 A 29 kW 14 2-BEDROOM 2ND FLOOR 2 100 A 29 kW 13 1-BEDROOM 2ND FLOOR 2 100 A 27 kW 12 1-BEDROOM 2ND FLOOR 2 100 A 27 kW 11 1-BEDROOM 2ND FLOOR 2 100 A 27 kW 10 1-BEDROOM 2ND FLOOR 2 100 A 27 kW 9 3-BEDROOM 1ST FLOOR 2 125 A 32 kW 8 2-BEDROOM 1ST FLOOR 2 100 A 29 kW 7 2-BEDROOM 1ST FLOOR 2 100 A 29 kW 6 2-BEDROOM 1ST FLOOR 2 100 A 29 kW 5 1-BEDROOM 1ST FLOOR 2 100 A 27 kW 4 1-BEDROOM 1ST FLOOR 2 100 A 27 kW 3 1-BEDROOM 1ST FLOOR 2 100 A 27 kW 2 1-BEDROOM 1ST FLOOR 2 100 A 27 kW 1 PANEL H 2 125 A 18 kW METER #CIRCUIT DESCRIPTION POLES BRK AMPS Load REMARKS SERVICE ENTRANCE RATED NOTES: MFGR/MODEL:Square D/EZ-METER-PAK ENCLOSURE:Type 3R AIC RATING:42k MBR RATING:800 A PHASE/WIRES:3P / 4W RATING:800 A VOLTAGE:120/208 Wye PANEL TYPE:MBR METER PACK: METER-PACK MP-1 S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:88 A TOTAL AMPS:88 A 89 A TOTAL LOAD:9.2 kVA 9.2 kVA 23 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 24 21 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 22 19 SPARE -- 20 A 1 0 2250 20 17 SPARE -- 20 A 1 0 2250 2 30 A Water Heater 18 15 FACP 20 A 1 500 1100 1 20 A Elec. Heating EH-1 16 13 SPARE -- 20 A 1 0 2000 1 25 A Elec. Heating EH-2 14 11 SPARE -- 20 A 1 0 2000 1 25 A Elec. Heating EH-2 12 9 SPARE -- 20 A 1 0 2000 1 25 A Elec. Heating EH-2 10 7 Lighting - Exterior 20 A 1 440 2000 1 25 A Elec. Heating EH-2 8 5 Lighting - 3rd Floor 20 A 1 500 720 1 20 A Receptacle 6 3 Lighting - 2nd Floor 20 A 1 400 720 1 20 A Receptacle 4 1 Lighting - 1st Floor 20 A 1 462 1440 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT PROVIDE WITH LOCKABLE DOOR NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:FLUSH WIRES:3 PANEL AMPS:125 A FED FROM:METER-PACK MP-1 PHASES:1 PANEL TYPE:MLO TETON RIVER LOFTS LOCATION: VOLTAGE:120/208 Single A.I.C. RATING:10k PROJECT: PANEL: H PAYNE ENGINEERING SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL SCALE: NONE1POWER RISER DIAGRAM POWER RISER FEEDER SCHEDULE SOURCE LOAD # OF CONDUIT RUNS CONDUIT SIZE FEEDER SIZE CONDUCTOR TYPE LOAD AMPS FEEDER BREAKER SIZE METER-PACK MP-1 PANEL H 1 1 1/2" 2-#1, 1-#1, 1-#6 COPPER 88 A 125 A FEEDER SCHEDULE LEGEND & NOTES QTY & SIZE OF PHASE CONDUCTOR(S) QTY-#PHASE SIZE, QTY-#NEUTRAL SIZE, QTY-#GROUND SIZE QTY & SIZE OF NEUTRAL CONDUCTOR(S) QTY & SIZE OF GROUND CONDUCTOR(S) 1. # OF RUNS INDICATES THE NUMBER OF PARALLEL RUNS FOR THE FEEDER. 2. FEEDER SIZE IN SCHEDULE IS AS INDICATED BELOW: no. description date 1 City Review Comments 5/10/22