HUTCHISON SMITH ARCHITECTS SMITH ARCHITECTS · i.t.d. shall be responsib對le for site grading beyond 10'-0" from building footprint. 2. contractor shall review soil report prior

270 North 27th Street Boise, ID. 83702 (208) 338-1212 FAX (208) 338-0011 hsaarchitects.com

HUTCHISON

ARCHITECTSSMITH

270

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se, I

daho

. 837

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08) 3

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) 338

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1

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ITE

CT

SS

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HH

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CH

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N

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INDEX OF DRAWINGS

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NORTH MAIN ST - US HWY 93 MP 205

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CAREY, IDAHO

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VICINITY MAP

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%%uARCHITECTURAL%%u

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A1.0

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SITE PLAN

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A2.0

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CONSULTANTS

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DOOR NUMBER

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ELEVATION

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ROOM NAME & NUMBER

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REVISION

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WINDOW OR FRAME MARK

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ARCHITECTURAL KEYNOTES

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LEGEND

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ROOM NAME

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XXX

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X

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GRID

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X

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INTERIOR ELEVATION

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X

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X

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X

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X

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XXX

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XXX

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XXX

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BUILDING SECTION

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SECTION

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SHEET NUMBER

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WALL SECTION

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SECTION

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SHEET NUMBER

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SHEET NUMBER

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SHEET NUMBER

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DETAIL

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DETAIL

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M = MECHANICAL

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E = ELECTRICAL

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A0.0

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X

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DISCIPLINES

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DISCIPLINES SHEET

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ELEVATION

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NUMBERING

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SHEET NUMBERING

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P = PLUMBING

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ABBREVIATIONS

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A2.1

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IDAHO TRANSPORTATION DEPARTMENT

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CAREY MAINTENANCE BUILDING ADDITION

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A2.2

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%%UELECTRICAL

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E0.2

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M0.0

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MECHANICAL COVER SHEET

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M1.0

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A = ARCHITECTURAL

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E0.1

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ELECTRICAL TITLE SHEET

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%%uGENERAL%%u

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COVER SHEET

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V B

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2012 INTERNATIONAL BUILDING CODE

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CONSTRUCTION:

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AUTOMATIC FIRE SPRINKLER:

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AREA

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OCCUPANCY:

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2.

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3.

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4.

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1.

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S-2

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NO (EXCEPTION PER IBC 903.2.10.1)

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PLAN ANALYSIS BASED ON:

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CODE STUDY

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%%UMECHANICAL ENGINEER

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%%uELECTRICAL ENGINEER

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382 WALNUT STREET

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IDAHO FALLS, ID 83402

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BRADLEY ENGINEERING / Chtd.

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(208) 523-2862

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(13,500 x 0.500) + (13,500 x 0) = 20,250 S.F.

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]

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[

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A

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a

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= 13,500 +

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= 0.500

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20/30

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=

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[

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(387/387)-.25

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= N/A

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s

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I

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W

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= 20

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= 387'

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P

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F

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= 387'

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13,500 S.F.

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A

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t

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ALLOWABLE FLOOR AREA - IBC

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TOTAL BUILDING AREA:

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OCCUPANT LOAD IBC TABLE 1004.1.1.

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EGRESS

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TOTAL OCCUPANT LOAD = 37

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REQUIRED EXIT WIDTH = 0'-12" [50 O.L. x 0.2 = 12.0"

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ACTUAL EXIT WIDTH = 9'-0" [(3) 3'-0" MAN DOORS]

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A2.3

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A2.4

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A3.0

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AB ANCHOR BOLT ANCHOR BOLT AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR AC ACOUSTIC ACOUSTIC ALUM. ALUMINUM ALUMINUM ALT. ALTERNATE ALTERNATE APPROX. APPROXIMATE APPROXIMATE ARCH. ARCHITECTURAL ARCHITECTURAL BLK'G BLOCKING BLOCKING BOC BACK OF CURB BACK OF CURB BOT BOTTOM BOTTOM BRD. OR BD BOARD BOARD BTU BRITISH THERMAL UNITS BRITISH THERMAL UNITS BU BUILT-UP BUILT-UP BUR BUILT UP ROOFING BUILT UP ROOFING CB CATCH BASIN CATCH BASIN CF CUBIC FEET CUBIC FEET CJ CONTROL JOINT CONTROL JOINT OR CL CENTER LINE CENTER LINE CMU CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS CM CONSTRUCTION MANAGER CONSTRUCTION MANAGER COL. COLUMN COLUMN CO CONCRETE OPENING CONCRETE OPENING CONT. CONTINUOUS CONTINUOUS CPT. CARPET CARPET CT CERAMIC TILE CERAMIC TILE DWG. DRAWING DRAWING DAS DEFORMED ANCHOR STUD DEFORMED ANCHOR STUD DBL. DOUBLE DOUBLE DET. DETAIL DETAIL DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA. DIAGONAL DIAGONAL DIM. DIMENSION DIMENSION DN DOWN DOWN DS DOWNSPOUT DOWNSPOUT EA. EACH EACH EB. EXPANSION BOLT EXPANSION BOLT E.W. EACH WAY EACH WAY EIFS EXTERIOR INSULATION FINISH EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT ELEC. ELECTRICAL ELECTRICAL EQ. EQUAL EQUAL EXT. EXTERIOR EXTERIOR EXIST. EXISTING EXISTING FA FRESH AIR FRESH AIR FE FIRE EXTINGUISHER FIRE EXTINGUISHER FD FLOOR DRAIN FLOOR DRAIN FIN. FLR. FINISH FLOOR FINISH FLOOR FEC FIRE EXTINGUISHER IN CABINET FIRE EXTINGUISHER IN CABINET FL. LN. FLOOR LINE FLOOR LINE FO FACE OF FACE OF FOC FACE OF CURB FACE OF CURB FOF FACE OF FOUNDATION FACE OF FOUNDATION FOW FACE OF WALL FACE OF WALL FF FACTORY FINISH FACTORY FINISH FTG FOOTING FOOTING FND FOUNDATION FOUNDATION FV FIELD VERIFY FIELD VERIFY GA. GAUGE GAUGE GALV. GALVANIZED GALVANIZED GC GENERAL CONTRACTOR GENERAL CONTRACTOR GL GLASS GLASS GYP. BD. GYPSUM BOARD GYPSUM BOARD HAS HEADED ANCHOR STUD HEADED ANCHOR STUD HC HANDICAPPED HANDICAPPED HDR HEADER HEADER HM HOLLOW METAL HOLLOW METAL HSS HOLLOW STEEL SECTION HOLLOW STEEL SECTION IC INTEGRAL COLOR INTEGRAL COLOR INSUL. INSULATION INSULATION INT. INTERIOR INTERIOR JB JOIST BEARING JOIST BEARING JT JOINT JOINT JST. JOIST JOIST MAX. MAXIMUM MAXIMUM MED. MEDIUM MEDIUM MEMB. MEMBRANE MEMBRANE MIN. MINIMUM MINIMUM MB MACHINE BOLT MACHINE BOLT MBT MODIFIED BITUMEN MODIFIED BITUMEN MH MAN HOLE MAN HOLE MECH. MECHANICAL MECHANICAL MO MASONRY OPENING MASONRY OPENING MFR. MANUFACTURER MANUFACTURER MTL. METAL METAL N NATURAL NATURAL N/A NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE O.C. ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OPP. OPPOSITE OPPOSITE OPNG. OPENING OPENING P OR PLATE PLATE PT. PAINT PAINT PJF PRE MOLDED JOINT FILLER PRE MOLDED JOINT FILLER PLYWD. PLYWOOD PLYWOOD PL PLASTIC LAMINATE PLASTIC LAMINATE PLAST. PLASTIC PLASTIC PP POWER POLE (EXISTING) POWER POLE (EXISTING) RAP RETURN AIR PLENUM RETURN AIR PLENUM RD ROOF DRAIN ROOF DRAIN REINF. REINFORCING REINFORCING REQ'D REQUIRED REQUIRED REV. REVISION REVISION RO ROUGH OPENING ROUGH OPENING ROW RIGHT OF WAY RIGHT OF WAY RM. ROOM ROOM R.S. ROUGH SAWN ROUGH SAWN SAC SUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL CEILING SAG SLAB-ABOVE-GRADE SLAB-ABOVE-GRADE SC SOLID CORE SOLID CORE SHT. SHEET SHEET SIM. SIMILAR SIMILAR SPEC. SPECIFICATIONS SPECIFICATIONS SOG SLAB-ON-GRADE SLAB-ON-GRADE S/S STAINLESS STEEL STAINLESS STEEL STL. STEEL STEEL STRUCT. STRUCTURAL STRUCTURAL SUSP. SUSPENDED SUSPENDED SQ SQUARE SQUARE TO TOP OF TOP OF TOB TOP OF BLOCK TOP OF BLOCK TOM TOP OF MASONRY TOP OF MASONRY TOS TOP OF STEEL TOP OF STEEL TYP. TYPICAL TYPICAL UG. UNDERGROUND UNDERGROUND U.N.O. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VB VAPOR BARRIER VAPOR BARRIER VCT VINYL COMPOSITE TILE VINYL COMPOSITE TILE VENT. VENTILATION VENTILATION WD. WOOD WOOD WG WIRE GLASS WIRE GLASS WP WATERPROOF WATERPROOF WWF WIRE WELDED FABRIC WIRE WELDED FABRIC WR WATER RESISTANTWATER RESISTANT

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CAREY IDAHO

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A3.1

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A4.0

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M2.0

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M3.0

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M4.0

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E1.1

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E1.2

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E3.1

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FAX: (208) 523-2864

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PROJECT 18-402

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X

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A

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W/30

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=

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(F/P)-0.25

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f

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( x ) + ( x )

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]

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[

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A

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a

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= +

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ACTUAL EXIT WIDTH = 9'-0"

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2 hr FIRE BARRIER TO THE UNDERSIDE OF THE ROOF DECK AND AROUND COLUMNS. AS REQUIRED PER IBC 903.2.10.1.

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FIRE AREA #2

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FIRE AREA #1

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6,372 GROSS S.F.

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CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING, 2015 INTERNATIONAL FIRE CODE, INTERNATIONAL PLUMBING, MECHANICAL, ELECTRICAL AND LOCAL CODE REQUIREMENTS INCLUDING THE TIMBERLINE FIRE DISTRICT

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A1.1

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%%USTRUCTURAL

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BUILDING USE - MAINTENANCE BUILDING. TOTAL SQUARE FOOTAGE = 6,372 GROSS SQ FT MAINTENANCE SHOP = 5,297 SQ FT SHOP FIRE AREAS FIRE AREA 1 = 3,840 SQ FT (INCLUDES 1ST FLR OFFICE AREAS) FIRE AREA 2 = 2,532 SQ FT OFFICE/BREAK RM / MECH RM /RESTROOM = 809 SQ FT STORAGE AREA = 809 SQ FT NEW MAINTENANCE BUILDING- OCCUPANCY LOAD 1 PER 200 SQ FT MAINTENANCE SHOP, 1 PER 100 SQ FT ALL OTHER AREAS TOTAL OCCUPANTS ALLOWED - MAINTENANCE SHOP 26 ALL OTHER AREAS 11 TOTAL OCCUPANT LOAD = 37

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S = STRUCTURAL

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A4.1

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A4.2

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A2.5

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M0.1

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ENLARGED MAP

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PROJECT SITE

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2,532 S.F.

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2,765 S.F.

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A0.1

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156 N. TWELFTH AVENUE

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POCATELLO, ID 83201

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NIELSON ENGINEERING Inc.

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(208) 232-2577

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FAX: (208) 234-0918

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AHJ ENGINEER, P.C. 5418 N. EAGLE ROAD SUITE #140 BOISE, IDAHO 83713 DAVE HAUGLAND PH: 208 323 0199208 323 0199

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SCHOOL

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AIRPORT

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20

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26

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26

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CAREY

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MAIN STREET

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SHEET NO.

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THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF HUTCHISON SMITH ARCHITECTS, AND ARE NOT TO BE USED OR DUPLICATED WITHOUT PERMISSION. COPYRIGHT 2018, ALL RIGHTS RESERVED.

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MAY 2018

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18111 A0.0

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18.111

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CAREY, IDAHO 83320

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STATE OF IDAHO

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DONALD P. HUTCHISON

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ARCHITECT

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LICENSED

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AR-1271

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N MAIN ST./US HWY 93 MP 205

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PRELIMINARY

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N O T F O R

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C O N S T R U C T I O N

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JLP

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A0.0

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COVER SHEET

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FOR A 24" X 36" SHEET

1/2" 1"0 2"

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PROPERTY LINE

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PROPERTY LINE

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PROPERTY LINE

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PROPERTY LINE

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PROPERTY LINE

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STATE STREET

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NORTH MAIN STREET

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SITE NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FINISH GRADE 10'-0" OUTSIDE BUILDING CONTRACTOR IS RESPONSIBLE FOR FINISH GRADE 10'-0" OUTSIDE BUILDING PERIMETER. CONTRACTOR SHALL SLOPE THE GRADE AWAY FROM THE BUILDING AT 2% SLOPE. I.T.D. SHALL BE RESPONSIBLE FOR SITE GRADING BEYOND 10'-0" FROM BUILDING FOOTPRINT. 2. CONTRACTOR SHALL REVIEW SOIL REPORT PRIOR TO CONSTRUCTING BUILDING.CONTRACTOR SHALL REVIEW SOIL REPORT PRIOR TO CONSTRUCTING BUILDING.

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TO ARCO IDAHO

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TO MAIN STREET CAREY IDAHO

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US HIGHWAY 93

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A1.0

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SITE PLAN

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KEYNOTES

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1. EXISTING PERIMETER FENCE. EXISTING PERIMETER FENCE. 2. EXISTING MAIN ENTRANCE. EXISTING MAIN ENTRANCE. 3. EXISTING ITD RESIDENCE HOUSING. EXISTING ITD RESIDENCE HOUSING. 4. EXISTING SAND STORAGE BUILDING. EXISTING SAND STORAGE BUILDING. 5. EXISTING ITD MAINTENANCE BUILDING. EXISTING ITD MAINTENANCE BUILDING. 6. EXISTING ITD FUEL ISLAND. EXISTING ITD FUEL ISLAND. 7. EXISTING PROPANE TANK. EXISTING PROPANE TANK. 8. EXISTING BRINE STORAGE TANK. EXISTING BRINE STORAGE TANK. 9. EXISTING FIRE HYDRANT. EXISTING FIRE HYDRANT. 10. EXISTING CITY SERVICE. EXISTING CITY SERVICE. 11. EXISTING ITD PRIVATE WELL. EXISTING ITD PRIVATE WELL. 12. EXISTING OIL AND SEDIMENT TRAP. EXISTING OIL AND SEDIMENT TRAP. 13. EXISTING SANITARY SEWER LINES TO CITY SEWER. EXISTING SANITARY SEWER LINES TO CITY SEWER. 14. EXISTING OVERHEAD POWER. EXISTING OVERHEAD POWER. 15. EXISTING ITD MAINTENANCE YARD. EXISTING ITD MAINTENANCE YARD. 16. NEW 1,236 SQUARE FOOT ADDITION, SEE DRAWINGS AND SPECIFICATION.NEW 1,236 SQUARE FOOT ADDITION, SEE DRAWINGS AND SPECIFICATION.

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JLP

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MAY 2018

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18111 A1.0

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18.111

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CAREY, IDAHO 83320

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STATE OF IDAHO

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DONALD P. HUTCHISON

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ARCHITECT

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LICENSED

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AR-1271

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PRELIMINARY

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N O T F O R

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SITE PLAN

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SCALE: 1" = 40'-0"

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PRINTS ONLY

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ARE FOR 24"x36"

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SCALES SHOWN

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I.T.D.- IDAHO TRANSPORTATION DEPARTMENT IDAHO TRANSPORTATION DEPARTMENT I.C.C.- INTERNATIONAL CODE COUNCIL INTERNATIONAL CODE COUNCIL I.B.C.- INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE I.F.C.- INTERNATIONAL FIRE CODE INTERNATIONAL FIRE CODE I.M.C.- INTERNATIONAL MECHANICAL CODE INTERNATIONAL MECHANICAL CODE I.E.E.C.- INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL ENERGY CONSERVATION CODE U.P.C.- UNIFORM PLUMBING CODE UNIFORM PLUMBING CODE N.F.P.A.- NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION N.E.C.- NATIONAL ELECTRIC CODE NATIONAL ELECTRIC CODE A.D.A.- AMERICANS W/ DISABILITIES ACT JULY 1991 W/ ADDENDA AMERICANS W/ DISABILITIES ACT JULY 1991 W/ ADDENDA A.N.S.I.- AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE D.E.Q.- DEPARTMENT OF ENVIRONMENTAL QUALITY DEPARTMENT OF ENVIRONMENTAL QUALITY D.W.R.- DEPARTMENT OF WATER RESOURCES DEPARTMENT OF WATER RESOURCES E.P.A.- ENVIRONMENTAL PROTECTION AGENCYENVIRONMENTAL PROTECTION AGENCY

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ABBREVIATIONS:

Foundation Plan

A

SL

OP

E

S.J

.

S.J

.

S.J

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S.J

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S.J

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S.J

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E

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OP

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LO

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SLOPESLOPE SLOPESLOPE

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BAY "1"

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OFFICE

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CREW ROOM

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BAY "2" CRANE BAY

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BAY "4"

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TOILET RM

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STAIRS

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BAY "3"

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E1

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E3

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E4

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E5

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E6

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1

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E2

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MAINTENANCE BLDG FIRE AREA 2 4,097 S.F.

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MAINTENANCE BLDG FIRE AREA 1 2,481 S.F.

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BAY "1"

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OFFICE

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CREW ROOM

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BAY "2" CRANE BAY

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BAY "4"

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TOILET RM

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STAIRS

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BAY "3"

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B

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B

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C

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C

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STORAGE RM

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STORAGE RM

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STAIRS

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SHEET NO.

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1. 3'-9" WIDE X FULL HEIGHT PORTION OF THE EXISTING CMU WALL TO REMAIN. 3'-9" WIDE X FULL HEIGHT PORTION OF THE EXISTING CMU WALL TO REMAIN. 2. 1'-8" WIDE X 8" HIGH PORTION OF THE EXISTING CONCRETE PIER TO REMAIN. 1'-8" WIDE X 8" HIGH PORTION OF THE EXISTING CONCRETE PIER TO REMAIN. 3. 1'-0" WIDE X 8" HIGH PORTION OF THE EXISTING CONCRETE FOUNDATION WALL TO REMAIN. 1'-0" WIDE X 8" HIGH PORTION OF THE EXISTING CONCRETE FOUNDATION WALL TO REMAIN. 4. 1'-8" WIDE X 8" HIGH PORTION OF THE EXISTING CONCRETE FOUNDATION WALL TO REMAIN. 1'-8" WIDE X 8" HIGH PORTION OF THE EXISTING CONCRETE FOUNDATION WALL TO REMAIN. 5. REMOVE EXTERIOR CMU WALL AND CONCRETE STEM WALL. REMOVE EXTERIOR CMU WALL AND CONCRETE STEM WALL. 6. SAW CUT FOUNDATION WALL TO HEIGHT BELOW NEW 6" DEEP CONCRETE FLOOR SLAB. SAW CUT FOUNDATION WALL TO HEIGHT BELOW NEW 6" DEEP CONCRETE FLOOR SLAB. 7. REMOVE THE EXISTING LEAN-TO ROOF STRUCTURE, METAL POST, WOOD BEAM AND CONCRETE REMOVE THE EXISTING LEAN-TO ROOF STRUCTURE, METAL POST, WOOD BEAM AND CONCRETE FOOTING. 8. REMOVE EXISTING WINDOWS, FRAME AND GLAZING. REMOVE EXISTING WINDOWS, FRAME AND GLAZING. 9. REMOVE EXISTING WINDOWS, FRAME AND GLAZING, PREP ROUGH OPENING FOR NEW WINDOW. REMOVE EXISTING WINDOWS, FRAME AND GLAZING, PREP ROUGH OPENING FOR NEW WINDOW. 10. REMOVE EXISTING HOLLOW METAL DOOR AND FRAME. REMOVE EXISTING HOLLOW METAL DOOR AND FRAME. 11. REMOVE EXISTING OVER HEAD DOOR, DOOR TRACK, OPERATOR AND ASSOCIATED MATERIAL, REMOVE EXISTING OVER HEAD DOOR, DOOR TRACK, OPERATOR AND ASSOCIATED MATERIAL, PREP FOR NEW DOOR, DOOR TRACK AND OPERATOR. 12. EXISTING INTERIOR SAND AND SEDIMENT TRAP TO REMAIN. SEE ADD ALTERNATE #_ EXISTING INTERIOR SAND AND SEDIMENT TRAP TO REMAIN. SEE ADD ALTERNATE #_ 13. EXISTING EXTERIOR SAND, OIL AND SEDIMENT TRAP TO REMAIN. EXISTING EXTERIOR SAND, OIL AND SEDIMENT TRAP TO REMAIN. 14. SAW CUT AND REMOVE EXISTING CONCRETE SLAB AROUND THE SAND AND SEDIMENT TRAP SAW CUT AND REMOVE EXISTING CONCRETE SLAB AROUND THE SAND AND SEDIMENT TRAP BETWEEN BAY 3 AND 4 AS SHOW. PREP FOR NEW CONCRETE. 15. SAW CUT AND REMOVE THE EXISTING CONCRETE SLAB AS SHOWN IN BAY 1, 2 & OF BAY 3. SAW CUT AND REMOVE THE EXISTING CONCRETE SLAB AS SHOWN IN BAY 1, 2 & OF BAY 3. 12 OF BAY 3. 16. EXISTING PRESSURE TANK TO REMAIN. EXISTING PRESSURE TANK TO REMAIN. 17. EXISTING CITY WATER SUPPLY LINE WITH SHUT OFF VALVE TO REMAIN. EXISTING CITY WATER SUPPLY LINE WITH SHUT OFF VALVE TO REMAIN. 18. EXISTING HOT WATER HEATER TO REMAIN. EXISTING HOT WATER HEATER TO REMAIN. 19. EXISTING ICE MAKER TO REMAIN EXISTING ICE MAKER TO REMAIN 20. EXISTING WATER FOUNTAIN TO REMAIN.. EXISTING WATER FOUNTAIN TO REMAIN.. 21. EXITING SAND OIL AND SEDIMENT TRAP TO BE REMOVED, RETAIN THE EXISTING SEWER PIPING EXITING SAND OIL AND SEDIMENT TRAP TO BE REMOVED, RETAIN THE EXISTING SEWER PIPING FOR CONNECTION TO NEW FLOOR DRAIN, SEE MECHANICAL. 22. EXISTING LUBE EQUIPMENT, DISCONNECT STORE AND REINSTALL IN NE LOCATION AS SHOWN. EXISTING LUBE EQUIPMENT, DISCONNECT STORE AND REINSTALL IN NE LOCATION AS SHOWN. 23. EXISTING AIR COMPRESSOR TO REMAIN, DISCONNECT ALL AIR LINE RECONNECT IN NEW LOCATION EXISTING AIR COMPRESSOR TO REMAIN, DISCONNECT ALL AIR LINE RECONNECT IN NEW LOCATION AS SHOWN IN MECHANICAL DRAWINGS. 24. EXISTING OVERHEAD CRANE TO REMAIN, SEE DETAILS FOR CONNECTION TO NEW COLUMNS AT EXISTING OVERHEAD CRANE TO REMAIN, SEE DETAILS FOR CONNECTION TO NEW COLUMNS AT NORTH END OF BAY 2. 25.

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2x11 " TJI 210 at 24" o.c. 78 " TJI 210 at 24" o.c.

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1. STEEL BEAM TO BE W12X45 C=0.5" STEEL BEAM TO BE W12X45 C=0.5" 2. I JOIST TO BE 2X11 7/8" AT 24" O.C. I JOIST TO BE 2X11 7/8" AT 24" O.C. 3. RAFTER TAIL TO BE 2X6" AT 24" O.C. RAFTER TAIL TO BE 2X6" AT 24" O.C. 4. 4X10" TIMBER BEAM. 4X10" TIMBER BEAM. 5. LVL RIM BOARD. LVL RIM BOARD. 6. LSL BLOCKING WITH THE SHAPED TOP FOR VENTILATION. LSL BLOCKING WITH THE SHAPED TOP FOR VENTILATION. 7. 4X4" TIMBER COLUMN. 4X4" TIMBER COLUMN. 8. 2X6” WALL PLATE TO BE FIXED TO THE WALL AT 18” STAGGERED CENTERS. 2X6” WALL PLATE TO BE FIXED TO THE WALL AT 18” STAGGERED CENTERS. WALL PLATE TO BE FIXED TO THE WALL AT 18” STAGGERED CENTERS. STAGGERED CENTERS. 9. BLOCKING TO ALLOW FIXING OF THE FASCIA. BLOCKING TO ALLOW FIXING OF THE FASCIA. 10. FACIA TO BE FACIA TO BE 11. I JOIST WEB TO BE BLOCKED OUT TO ALLOW FIXING OF 2X6” RAFTER AT 20” O.C. I JOIST WEB TO BE BLOCKED OUT TO ALLOW FIXING OF 2X6” RAFTER AT 20” O.C. RAFTER AT 20” O.C. O.C. 12. SLOPED LVB HANGER SLOPED LVB HANGER 13. THA418 HANGER THA418 HANGER 14. H2.5 FIXING. H2.5 FIXING. 15. LTP4 PLATE INSTALLED AT 24” O.C. LTP4 PLATE INSTALLED AT 24” O.C. O.C. 16. ABU44 FIXING PLATE TO THE TOP OF THE COLUMN. ABU44 FIXING PLATE TO THE TOP OF THE COLUMN. 17. CC44 FIXING BRACKET TO THE BASE OF THE COLUMN. CC44 FIXING BRACKET TO THE BASE OF THE COLUMN. 18. WALL LINE. WALL LINE. 19. SOFIT TO BE ..... SOFIT TO BE ..... 20. STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL TAKE UP TOP OF SLAB LEVEL, REINFORCEMENT TO BE ..... 21. EXISTING FOUNDATION TO BE CUT DOWN TO 5" BELOW SLAB. EXISTING FOUNDATION TO BE CUT DOWN TO 5" BELOW SLAB. 22. PAD FOUNDATION TO BE 1'-0"X1'-0"X3'-0" WITH NO.4 REINFORCEMENT. PAD FOUNDATION TO BE 1'-0"X1'-0"X3'-0" WITH NO.4 REINFORCEMENT. 23. EXISTING FOUNDATION TO REMAIN. EXISTING FOUNDATION TO REMAIN. 24. STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL TAKE UP TO 4'-0" ABOVE FINISHED FLOOR LEVEL, REINFORCEMENT TO BE .....

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MAY 2018

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18.111

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CAREY, IDAHO 83320

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STATE OF IDAHO

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DONALD P. HUTCHISON

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MAY 2018

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CAREY, IDAHO 83320

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STATE OF IDAHO

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MAY 2018

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1. EXISTING CMU WALL TO REMAIN, SEE ADD #__ FOR NEW FINISH. EXISTING CMU WALL TO REMAIN, SEE ADD #__ FOR NEW FINISH. 2. EXISTING CONCRETE HEADER OVER OVERHEAD DOOR OPENINGS TO REMAIN, SEE ADD ALTERNATE EXISTING CONCRETE HEADER OVER OVERHEAD DOOR OPENINGS TO REMAIN, SEE ADD ALTERNATE #__ FOR NEW FINISH. 3. EXISTING CONCRETE FOOTING AND FOUNDATION TO REMAIN. EXISTING CONCRETE FOOTING AND FOUNDATION TO REMAIN. 4. EXISTING METAL SIDING TO REMAIN, SEE ADD ALTERNATE #__ FOR NEW FINISH. EXISTING METAL SIDING TO REMAIN, SEE ADD ALTERNATE #__ FOR NEW FINISH. 5. FINISH GRADE. FINISH GRADE. 6. EXISTING BOLLARD TO REMAIN, CLEAN, SAND AND REPAINT, (1) PRIME, (2) FINISH COATES. EXISTING BOLLARD TO REMAIN, CLEAN, SAND AND REPAINT, (1) PRIME, (2) FINISH COATES. 7. EXISTING WINDOW OPENING WITH NEW WINDOW, SEE FLOOR PLAN AND WINDOW TYPES. EXISTING WINDOW OPENING WITH NEW WINDOW, SEE FLOOR PLAN AND WINDOW TYPES. 8. EXISTING EXTERIOR DOOR, FRAME AND HARDWARE ,REPAIR ANY DAMAGE, BOND-O, SAND AND EXISTING EXTERIOR DOOR, FRAME AND HARDWARE ,REPAIR ANY DAMAGE, BOND-O, SAND AND PAINT (1) PRIME COAT (2) FINISH COATS. 9. EXISTING ENTRANCE CANOPY TO REMAIN, SEE ADD ALTERNATE FOR NEW FINISH. EXISTING ENTRANCE CANOPY TO REMAIN, SEE ADD ALTERNATE FOR NEW FINISH. 10. NEW CMU BUILDING ADDITION, SEE FLOOR PLANS, SECTION AND SPECIFICATION. NEW CMU BUILDING ADDITION, SEE FLOOR PLANS, SECTION AND SPECIFICATION. 11. NEW CONCRETE FOOTING AND FOUNDATION, SEE FLOOR PLAN, FOUNDATION PLAN, DETAILS AND NEW CONCRETE FOOTING AND FOUNDATION, SEE FLOOR PLAN, FOUNDATION PLAN, DETAILS AND SPECIFICATION. EXPOSED FOUNDATION WALL TO RECEIVE A RUBBED FINISH WITH-IN 24 HRS OF FORM REMOVAL. 12. NEW WINDOW SEE FLOOR PLAN AND WINDOW TYPES. NEW WINDOW SEE FLOOR PLAN AND WINDOW TYPES. 13. NEW HM DOOR, FRAME AND HARDWARE, SEE FLOOR PLAN, DOOR SCHEDULE, DETAILS AND NEW HM DOOR, FRAME AND HARDWARE, SEE FLOOR PLAN, DOOR SCHEDULE, DETAILS AND SPECIFICATION. 14. NEW OVERHEAD DOOR, DOOR TRACK AND OPERATORS IN THE EXISTING OPENING SEE FLOOR PLAN, NEW OVERHEAD DOOR, DOOR TRACK AND OPERATORS IN THE EXISTING OPENING SEE FLOOR PLAN, ELECTRICAL DRAWINGS AND SPECIFICATION. 15. NEW COLUMN / POST SEE PLANS, SECTION AND DETAILS. NEW COLUMN / POST SEE PLANS, SECTION AND DETAILS. 16. NEW CONCRETE POST FOOTING, SEE FOUNDATION PLAN, DETAILS AND SPECIFICATION. NEW CONCRETE POST FOOTING, SEE FOUNDATION PLAN, DETAILS AND SPECIFICATION. 17. NEW 24 Ga STANDING SEAM METAL ROOF, OVER NEW ROOF SHEATHING, OVER THE EXISTING 2x NEW 24 Ga STANDING SEAM METAL ROOF, OVER NEW ROOF SHEATHING, OVER THE EXISTING 2x PURLIN AT 24" O.C. (PROVIDE NEW 2x BLOCKING ON TOP OF TRUSS BETWEEN EXISTING PURLIN), OVER THE EXISTING WOOD TRUSSES. 18. NEW PRE-FINISHED METAL FASCIA, SEE SECTION, DETAILS AND SPECIFICATION. NEW PRE-FINISHED METAL FASCIA, SEE SECTION, DETAILS AND SPECIFICATION. 19. NEW PER-FINSIHED METAL RAKE TRIM. NEW PER-FINSIHED METAL RAKE TRIM. 20. NEW PRE-FINISHED METAL RIDGE VENT. NEW PRE-FINISHED METAL RIDGE VENT. 21. NEW CONCRETE PAD, SEE FLOOR PLAN, DETAILS AND SPECIFICATION. NEW CONCRETE PAD, SEE FLOOR PLAN, DETAILS AND SPECIFICATION. 22.

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CAREY, IDAHO 83320

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STATE OF IDAHO

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DONALD P. HUTCHISON

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1. EXISTING ROOF TRUSS. EXISTING ROOF TRUSS. 2. STEEL BEAM TO BE W12X45 C=0.5" STEEL BEAM TO BE W12X45 C=0.5" 3. FASCIA TO BE ...... FASCIA TO BE ...... 4. SOFIT TO BE ...... SOFIT TO BE ...... 5. WINDOW TO BE 4'-0"X1'-0" SLIDE OPENING, INSTALLED TO MANUFACTURES WINDOW TO BE 4'-0"X1'-0" SLIDE OPENING, INSTALLED TO MANUFACTURES SPECIFICATION. 6. EXISTING GRADE. EXISTING GRADE. 7. STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL TAKE UP TOP OF SLAB LEVEL, REINFORCEMENT TO BE ..... 8. FOUNDATION IN THE BACKGROUND. FOUNDATION IN THE BACKGROUND. 9. REINFORCED 5" FLOOR SLAB WITH NO. 3 REINFORCEMENT AT 2% FALL TO NEW AND REINFORCED 5" FLOOR SLAB WITH NO. 3 REINFORCEMENT AT 2% FALL TO NEW AND EXISTING FLOOR DRAINS. 10. EXISTING FOUNDATION. EXISTING FOUNDATION. 11. EXISTING FOUNDATION TO BE CUT DOWN TO 5" BELOW SLAB. EXISTING FOUNDATION TO BE CUT DOWN TO 5" BELOW SLAB. 12. THICKENED SLAB BELOW 2 HOUR FIRE WALL . THICKENED SLAB BELOW 2 HOUR FIRE WALL . 13. 8" STEM WALL TO BE 4'-0" ABOVE FINISHED SLAB LEVEL. 8" STEM WALL TO BE 4'-0" ABOVE FINISHED SLAB LEVEL. 14. PAD FOUNDATION TO BE 1'-0"X1'-0"X3'-0" WITH NO.4 REINFORCEMENT. PAD FOUNDATION TO BE 1'-0"X1'-0"X3'-0" WITH NO.4 REINFORCEMENT. 15. I JOIST TO BE 2X11 " AT 24" O.C. I JOIST TO BE 2X11 " AT 24" O.C. 78" AT 24" O.C. 16. RAFTER TO BE 2X6" AT 24" O.C. RAFTER TO BE 2X6" AT 24" O.C. 17. 4X10" TIMBER BEAM. 4X10" TIMBER BEAM. 18. LVL. LVL. 19. LSL BLOCKING WITH SHAPED TOP FOR VENTILATION. LSL BLOCKING WITH SHAPED TOP FOR VENTILATION. 20. 12" BATT INSULATION TO BE R38. 12" BATT INSULATION TO BE R38. 21. 4X4" TIMBER COLUMN. 4X4" TIMBER COLUMN. 22. DAMP-PROOF MEMBRANE. DAMP-PROOF MEMBRANE. 23. 3" RIDGED INSULATION BOARD TO EXTEND 2'-0" UNDER FLOOR SLAB. 3" RIDGED INSULATION BOARD TO EXTEND 2'-0" UNDER FLOOR SLAB.

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WALL TYPE LEGEND

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EXTERIOR WALL - NON RATED: 8" CMU WALL WITH 3 " STEEL STUDS AT 24" O.C. WITH " GYPSUM BOARD 12 " STEEL STUDS AT 24" O.C. WITH " GYPSUM BOARD 58" GYPSUM BOARD OVER VAPOR BARRIER. INTERIOR WALL - RATED: 3 " STEEL STUDS AT 24" O.C. WITH " RESILIENT CHANNEL A 16" O.C, (2) 12 " STEEL STUDS AT 24" O.C. WITH " RESILIENT CHANNEL A 16" O.C, (2) 12" RESILIENT CHANNEL A 16" O.C, (2) LAYERS " GYPSUM FIRE BOARD.58" GYPSUM FIRE BOARD.

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ROOF TYPE LEGEND

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ROOF CEILING ASSEMBLY: STANDING SEAM ROOF SYSTEM INSTALLED TO MANUFACTURES SPECIFICATION, WEATHER MEMBRANE, " STRUCTURAL SHEATHING, 2X11 " I RAFTER AT 24" 34" STRUCTURAL SHEATHING, 2X11 " I RAFTER AT 24" 78" I RAFTER AT 24" O.C, WITH ONE LAYER " GYPSUM BOARD OVER VAPOR BARRIER. 58" GYPSUM BOARD OVER VAPOR BARRIER. CANOPY ROOF ASSEMBLY: STANDING SEAM ROOF SYSTEM INSTALLED TO MANUFACTURES SPECIFICATION, WEATHER MEMBRANE, " STRUCTURAL SHEATHING, 2X6" TIMBER RAFTER AT 24" 34" STRUCTURAL SHEATHING, 2X6" TIMBER RAFTER AT 24" O.C, WITH ONE LAYER " GYPSUM BOARD OVER VAPOR BARRIER.58" GYPSUM BOARD OVER VAPOR BARRIER.

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MAY 2018

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18111 A4.0

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18.111

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CAREY, IDAHO 83320

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STATE OF IDAHO

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DONALD P. HUTCHISON

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ARCHITECT

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LICENSED

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KEYNOTES

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1. EXISTING ROOF TRUSS. EXISTING ROOF TRUSS. 2. STEEL BEAM TO BE W12X45 C=0.5" STEEL BEAM TO BE W12X45 C=0.5" 3. FASCIA TO BE ...... FASCIA TO BE ...... 4. SOFIT TO BE ...... SOFIT TO BE ...... 5. WINDOW TO BE 4'-0"X1'-0" SLIDE OPENING, INSTALLED TO MANUFACTURES WINDOW TO BE 4'-0"X1'-0" SLIDE OPENING, INSTALLED TO MANUFACTURES SPECIFICATION. 6. EXISTING GRADE. EXISTING GRADE. 7. STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL STRIP FOUNDATION TO BE 1'-6"X10" AT A DEPTH OF 36" WITH AN 8" STEM WALL TAKE UP TOP OF SLAB LEVEL, REINFORCEMENT TO BE ..... 8. FOUNDATION IN THE BACKGROUND. FOUNDATION IN THE BACKGROUND. 9. REINFORCED 5" FLOOR SLAB WITH NO. 3 REINFORCEMENT AT 2% FALL TO NEW AND REINFORCED 5" FLOOR SLAB WITH NO. 3 REINFORCEMENT AT 2% FALL TO NEW AND EXISTING FLOOR DRAINS. 10. EXISTING FOUNDATION. EXISTING FOUNDATION. 11. EXISTING FOUNDATION TO BE CUT DOWN TO 5" BELOW SLAB. EXISTING FOUNDATION TO BE CUT DOWN TO 5" BELOW SLAB. 12. THICKENED SLAB BELOW 2 HOUR FIRE WALL . THICKENED SLAB BELOW 2 HOUR FIRE WALL . 13. 8" STEM WALL TO BE 4'-0" ABOVE FINISHED SLAB LEVEL. 8" STEM WALL TO BE 4'-0" ABOVE FINISHED SLAB LEVEL. 14. PAD FOUNDATION TO BE 1'-0"X1'-0"X3'-0" WITH NO.4 REINFORCEMENT. PAD FOUNDATION TO BE 1'-0"X1'-0"X3'-0" WITH NO.4 REINFORCEMENT. 15. I JOIST TO BE 2X11 " AT 24" O.C. I JOIST TO BE 2X11 " AT 24" O.C. 78" AT 24" O.C. 16. RAFTER TO BE 2X6" AT 24" O.C. RAFTER TO BE 2X6" AT 24" O.C. 17. 4X10" TIMBER BEAM. 4X10" TIMBER BEAM. 18. LVL. LVL. 19. LSL BLOCKING WITH SHAPED TOP FOR VENTILATION. LSL BLOCKING WITH SHAPED TOP FOR VENTILATION. 20. 12" BATT INSULATION TO BE R38. 12" BATT INSULATION TO BE R38. 21. 4X4" TIMBER COLUMN. 4X4" TIMBER COLUMN. 22. DAMP-PROOF MEMBRANE. DAMP-PROOF MEMBRANE. 23. 3" RIDGED INSULATION BOARD TO EXTEND 2'-0" UNDER FLOOR SLAB. 3" RIDGED INSULATION BOARD TO EXTEND 2'-0" UNDER FLOOR SLAB.

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EXTERIOR WALL - NON RATED: 8" CMU WALL WITH 3 " STEEL STUDS AT 24" O.C. WITH " GYPSUM BOARD 12 " STEEL STUDS AT 24" O.C. WITH " GYPSUM BOARD 58" GYPSUM BOARD OVER VAPOR BARRIER. INTERIOR WALL - RATED: 3 " STEEL STUDS AT 24" O.C. WITH " RESILIENT CHANNEL A 16" O.C, (2) 12 " STEEL STUDS AT 24" O.C. WITH " RESILIENT CHANNEL A 16" O.C, (2) 12" RESILIENT CHANNEL A 16" O.C, (2) LAYERS " GYPSUM FIRE BOARD.58" GYPSUM FIRE BOARD.

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ROOF TYPE LEGEND

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ROOF CEILING ASSEMBLY: STANDING SEAM ROOF SYSTEM INSTALLED TO MANUFACTURES SPECIFICATION, WEATHER MEMBRANE, " STRUCTURAL SHEATHING, 2X11 " I RAFTER AT 24" 34" STRUCTURAL SHEATHING, 2X11 " I RAFTER AT 24" 78" I RAFTER AT 24" O.C, WITH ONE LAYER " GYPSUM BOARD OVER VAPOR BARRIER. 58" GYPSUM BOARD OVER VAPOR BARRIER. CANOPY ROOF ASSEMBLY: STANDING SEAM ROOF SYSTEM INSTALLED TO MANUFACTURES SPECIFICATION, WEATHER MEMBRANE, " STRUCTURAL SHEATHING, 2X6" TIMBER RAFTER AT 24" 34" STRUCTURAL SHEATHING, 2X6" TIMBER RAFTER AT 24" O.C, WITH ONE LAYER " GYPSUM BOARD OVER VAPOR BARRIER.58" GYPSUM BOARD OVER VAPOR BARRIER.

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SHEET NO.

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DATE:

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FILE:

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REVISIONS:

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MAY 2018

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18111 A4.0

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18.111

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CAREY, IDAHO 83320

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STATE OF IDAHO

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DONALD P. HUTCHISON

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ARCHITECT

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LICENSED

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AR-1271

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N

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A

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JLP

Documents

HUTCHISON SMITH ARCHITECTS SMITH ARCHITECTS · i.t.d. shall be responsib對le for site grading beyond 10'-0" from building footprint. 2. contractor shall review soil report prior