ROOM NAMEA202A

27

ROOM NUMBER(PLAN AND SECTION)

DOOR NUMBER(MATCHES ROOM NO., WITH LETTERSUFFIX FOR MULTIPLE DOORS) (PLAN)

WALL TYPE(PLAN)

NEW COLUMN GRID LINE(PLAN, SECTION, DETAIL OR ELEVATION)

KEY NOTE

WINDOW / FRAME TYPE

MATCH LINE(PLAN, SECTION, DETAIL OR ELEVATION)

LIMITS OF CONSTRUCTION(PLAN, SECTION, DETAIL OR ELEVATION)

CENTER LINE(PLAN, SECTION, DETAIL OR ELEVATION)

SECTION PAGE REFERENCE(PLAN, SECTION, DETAIL OR ELEVATION)

BUILDING SECTION INDICATOR REFERENCE(PLAN, SECTION, OR ELEVATION)

ELEVATION INDICATOR REFERENCE(SECTION, & ELEVATION)

DIMENSION LINES1"

####'

####'

NEW CONTOUR

EXISTING CONTOUR

WALL SECTION INDICATOR REFERENCE(PLAN, SECTION, OR ELEVATION)

EXISTING COLUMN GRIDLINE(PLAN, SECTION, DETAIL OR ELEVATION)

ELEVATION ORDETAIL NUMBER

SHEET THATDETAIL IS ON

POINTS INDIRECTIONOF DETAIL

ELEVATION ORDETAIL NUMBER

SHEET THATDETAIL IS ON

POINTS INDIRECTIONOF DETAIL

0

?

27

0

D220A

HIDDEN LINE(PLAN, SECTION, DETAIL OR ELEVATION)

OVERHEAD OBJECT(PLAN)

DEMOLISHED ITEMS(PLAN OR DETAIL)

6G9B 91

1 VIEW NAME1/8" = 1'-0"A1-1

1234-ASIGN TAG

CONCRETE MASONRY UNITS (CMU)(PLAN & SECTION)

CONCRETE(PLAN & SECTION)

EARTH(PLAN & SECTION)

GRANULAR FILL(SECTION)

INSULATION (FIBROUS)(PLAN & SECTION)

INSULATION (RIGID)(PLAN & SECTION)

STEEL(SECTION)

WOOD (FINISH)(SECTION & ELEVATION)

WOOD BLOCKING (CONTINUOUS)(SECTION)

WOOD BLOCKING (INTERMITTENT)(SECTION)

SAND(SECTION)

STUCCO(ELEVATION)

GYPSUM WALL BOARD (GWB)(REFLECTED CEILING PLAN)

BRICK VENEER(SECTION)

WOOD SHEATHING

STRUCTURAL FILL(SECTION)

PRECAST CONCRETE(SECTION)

MORTAR NET(SECTION)

STUCCO(SECTION)

EXISTINGCONSTRUCTION

ASPHALT PAVING(SECTION)

NOTE: SOME MATERIALS SHOWN MAY NOTBE USED ON THIS PROJECT.

ADD-X ADDENDUM NO. XAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITAL ALUMINUMALT ALTERNATEALT-X ALTERNATE NO. XAM ACOUSTIC MATERIALAM-X ACOUSTIC MATERIAL TYPE XARCH ARCHITECT / ARCHITECTURALATTEN ATTENUATIONAVE AVENUEAVG AVERAGEB.O. BOTTOM OFBIT BITUMINOUSBLDG BUILDINGBLKG BLOCKINGC/L CENTER LINECEM CEMENT / CEMENTITIOUSCJ CONTROL JOINTCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNIT(S)CONC CONCRETECONT CONTINUOUSCPT CARPETCT CERAMIC TILECTR CENTERD DEEP / DEPTHDBL DOUBLEDEMO DEMOLISH / DEMOLITIONDEPT DEPARTMENTDF DRINKING FOUNTAINDIA / Ø DIAMETERDIM(S) DIMENSION(S)DN DOWNDTL DETAILDW DISHWASHERDWG DRAWINGEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXIST EXISTINGEXT EXTERIORF.O. FACE OFFAAP FIRE ALARM ANNUNCIATOR PANELFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OWNERFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFTG FOOTINGFURN FURNISHING / FURNITUREGA GAGEGALV GALVANIZEDGL GLAZING GL-X GLAZING TYPE XGWB GYPSUM WALL BOARDH HIGH / HEIGHTHC HANDICAPPEDHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHORIZ HORIZONTALHVAC HEATING VENTILATING & AIR CONDITIONINGID INSIDE DIAMETERILLUM ILLUMINATEDINCL INCLUDEDINSUL INSULATION

INT INTERIORJT JOINTL LONG / LENGTHLAV LAVATORYLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALMAS MASONRYMATL MATERIALMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTL METALNA NOT APPLICABLENIC NOT IN CONTRACTNO. NUMBERNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITEPERF PERFORATEDPLAM PLASTIC LAMINATEPLBG PLUMBINGPLYWD PLYWOODPNT PAINTPREFAB PREFABRICATEDPREFIN PREFINISHEDPT PORCELAIN TILEQT QUARRY TILEQTY QUANTITYR RADIUSRB RUBBER BASERCP REFLECTED CEILING PLANREF REFERENCE / REFER TOREFR REFRIGERATORREINF REINFORCE (D) (ING)REQD REQUIREDRES RESILIENTRFS ROOM FINISH SCHEDULERO ROUGH OPENINGROW RIGHT OF WAYRTU ROOF TOP UNITSC SEALED CONCRETESCHED SCHEDULE (D)SECT SECTIONSF SQUARE FEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSM SOLID SURFACE MATERIALSTL STEELSTN STAINSTRUCT STRUCTURALT&G TONGUE & GROOVET.O. TOP OFTEMP TEMPORARYTV TELEVISIONTYP TYPICALUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVERT VERTICALVIF VERIFY IN FIELDVWC VINYL WALL COVERINGW WIDE / WIDTHW/ WITHW/O WITHOUTWD WOODWOM WALK OFF MATT

GENERALThe International Building Code requires that special inspections be performed to verify that the materials and construction methods usedcomply with the construction documents and applicable standards.

MINIMUM REQUIRED SPECIAL INSPECTIONSThe owner or owner's agent shall be responsible for employing registered special inspectors from approved testing agencies to conductinspections for each building material as described below. All special inspectors shall prepare an inspection report indicating complianceor noncompliance with appropriate requirements. Special inspection reports and reports of potentially necessary field repairs shall beprovided to the architect, engineer, contractor and building official.

FABRICATORS (2012 IBC 1704.2.5)Where fabrication of structural load-bearing members and assemblies is being performed on the premises of a fabricator’s shop, specialinspection of the fabricated items shall be required unless the work requiring special inspections is done on the premises of a fabricatorregistered and approved to perform such work without special inspection.

STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE (2012 IBC 1704.5.1)Refer to the structural engineers statement of special inspection for requirements.

Seismic Design Category: Risk Category:

STEEL CONSTRUCTION (2012 IBC 1705.2)Refer to the structural engineers statement of special inspection for requirements.

STRUCTURAL OBSERVATION FOR WIND REQUIREMENTS (2012 IBC 1704.5.2)

Refer to the structural engineers statement of special inspection for requirements.CONCRETE CONSTRUCTION (2012 IBC 1705.3)

Refer to the structural engineers statement of special inspection for requirements.MASONRY CONSTRUCTION (2012 IBC 1705.4)

Refer to the structural engineers statement of special inspection for requirements.WOOD CONSTRUCTION (2012 IBC 1705.5)

N/ASOILS (2012 IBC 1705.6)

N/ADRIVEN DEEP FOUNDATIONS (2012 IBC 1705.7)

N/ACAST-IN-PLACE DEEP FOUNDATIONS (2012 IBC 1705.8)

N/AHELICAL PILE FOUNDATIONS (2012 IBC 1705.9)

N/AWIND RESISTANCE (2012 IBC 1705.10)

Wind Exposure Category:

COLD FORMED STEEL LIGHT - FRAME CONSTRUCTION (2012 IBC 1705.10.2)Item Requirement Description

Welding operations periodic Elements of the main windforce-resisting system.Screw attachment, bolting anchoring andother attachments within the main windforceresisting system

periodic Includes wood shear walls, wood diaphragms, drag struts, bracesand hold-downs.

WIND RESISTING COMPONENTS (2012 IBC 1705.10.3)Item Requirement Description

Roof Cladding periodicWall Cladding periodic

SEISMIC RESISTANCE (2012 IBC 1705.11)

Item Requirement DescriptionSeismic force resisting systems AISC 341 Seismic Design Category C,D,E or F

STRUCTURAL STEEL (2012 IBC 1705.11.1)

COLD FORMED STEEL LIGHT - FRAME CONSTRUCTION (2012 IBC 1705.11.3)Item Requirement Description

Welding periodicperiodicScrew attachment, bolting anchoring and other

attachments within the main windforce resistingsystem

Includes wood shear walls, braces, diaphragms, collectors (dragstruts) and hold-downs..

DESIGNATED SEISMIC SYSTEMS (2012 IBC 1705.11.4)in accordance with Section 1705.12.3 and verify that the label, anchorage or mounting conforms to the certificate of compliance.

Item Requirement DescriptionErection and fastening of exterior cladding periodic

periodicInterior or exterior non-bearing walls

ARCHITECTURAL COMPONENTS (2012 IBC 1705.11.5)

Seismic design category D, E, or FSeismic design category D, E, or F

periodicInterior or exterior veneer Seismic design category D, E, or FperiodicAccess floor anchorage Seismic design category D, E, or F

Item Requirement DescriptionAnchorage of electrical equipment for emergency orstandby power systems

periodic

periodicAnchorage of other electrical equipment

MECHANICAL AND ELECTRICAL COMPONENTS (2012 IBC 1705.11.6)

Seismic design category C, D, E, or F

Seismic design category E, or FperiodicInstallation and anchorage of piping systems

designed to carry hazardous materials and theirassociated mechanical units

Seismic design category C, D, E, or F

periodic Seismic design category C, D, E, or FInstallation and anchorage of ductwork designed tocarry hazardous materials

periodic Seismic design category C, D, E, or F where the constructiondocuments require a nominal clearance of 1/4 inch (6.4 mm) or lessbetween the equipment support frame and restraint.

Installation and anchorage of vibration isolationsystems

Item Requirement DescriptionFabrication and installation of isolator unitsand energy dissipation devices.

periodic

SEISMIC ISOLATION SYSTEMS (2012 IBC 1705.11.8)

SPRAYED FIRE RESISTANT MATERIALS (2012 IBC 1705.13)

Item Requirement DescriptionCondition of substrates Compliance with the listing and the fire-resistance rating:

Bond strength adhesion/cohesion.

PHYSICAL AND VISUAL TEST (2012 IBC 1705.13.1)

Thickness of application.Density in pounds per cubic foot (kg/m3).

Condition of finished application

The tests set forth in this section shall be based on samplings from specific floor, roof and wall assemblies and structural members.Special inspections shall be performed after the rough installation of electrical, automatic sprinkler, mechanical and plumbing systemsand suspension systems for ceilings, where applicable.

MASTIC AND INTUMESCENT FIRE RESISTANT COATINGS. (2012 IBC 1705.14)Special inspections for mastic and intumescent fire-resistant coatings applied to structural elements and decks shall be in accordance withAWCI 12-B. Special inspections shall be based on the fire-resistance design as designated in the approved construction documents.

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (2012 IBC 1705.15)Special inspections shall be required for all EIFS application.

WATER RESISTIVE BARRIER COATING (EIFS) (2012 IBC 1705.15.1)A water resistive barrier coating complying with ASTM E 2570 requires special inspection of the water-resistive barrier coating wheninstalled over a sheathing substrate.

FIRE-RESISTANT PENETRATIONS AND JOINTS (2012 IBC 1705.16)

Item Requirement Descriptionthrough penetrations high-rise buildings or in buildings assigned to Risk Category III or IV

perimeter fire barrier systems

membrane penetration fire stopsfire resistant joint systems

ASTM E 2174.ASTM E 2174.ASTM E 2393.ASTM E 2393.

SMOKE CONTROL (2012 IBC 1705.17)Smoke control systems shall be tested by a special inspector.

Compliance with the listing and the fire-resistance rating:Compliance with the listing and the fire-resistance rating:Compliance with the listing and the fire-resistance rating:Compliance with the listing and the fire-resistance rating:

high-rise buildings or in buildings assigned to Risk Category III or IVhigh-rise buildings or in buildings assigned to Risk Category III or IVhigh-rise buildings or in buildings assigned to Risk Category III or IV

PROJECT SITE

• ALT NO. 1: BRICK VENEER ON PILASTERS [REF EXT ELEVS ONA2-1]

• ALT NO. 2: 8'-4" HIGH STOREFRONT DOORS IN LIEU OF 7'-0"HIGH DOORS [REF FRAME TYPES ON A3-1]

• ALT NO. 3: FRAME DOWN EXIST SOFFIT TO MATCH REMAINDEROF BUILDING ON WEST WALL FROM GRIDS 1 - 2 AND ON SOUTHWALL FROM GRIDS A - E

• ALT NO. 4: PROVIDE DOOR IN CENTER PANEL OF FRAME 2B INLIEU OF GLAZING PANELS [REF EXT ELEVS ON A2-1, FRAMETYPES ON A3-1]

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TITLE SHEET

CROSSROADS BUILDINGRENOVATION

611 24 ROAD, GRAND JUNCTION,CO 81505

PTI, B

AM

VICINITY MAP INDEX TO DRAWINGS

MATERIALS LEGEND SYMBOLS LEGEND ABBREVIATIONS

CROSSROADS BUILDINGRENOVATION

PROJECT # 1501611 24 ROAD GRAND JUNCTION, CO

02/11/15 SCHEMATIC DESIGN

03/27/15 80% CONSTRUCTION DOCUMENTS

05/01/15 90% CONSTRUCTION DOCUMENTS

FOR CONSTRUCTION

STATEMENT OF SPECIAL INSPECTIONS

ALTERNATES

GENERAL INFORMATION SHEETST1-1 TITLE SHEET

ARCHITECTURAL SHEETSAD1-1 DEMOLITION PLANS AND ELEVATIONSA0-1 LIFE SAFETY PLANA0-2 PEARLE VISION TENANT FINISH - GENERAL NOTESA1-1 FLOOR PLAN, ROOF PLANA1-2 PEARLE VISION TENANT FINISH - DEMOLITION PLAN, FLOOR PLANA1-3 PEARLE VISION TENANT FINISH - REFLECTED CEILING PLAN, FIXTURE PLANA1-4 PEARLE VISION TENANT FINISH - FINISH PLANA2-1 EXTERIOR ELEVATIONS, BUILDING SECTIONSA3-1 DOOR TYPES & FRAME ELEVATIONSA4-1 EXTERIOR DETAILSA5-1 PEARLE VISION TENANT FINISH - MATERIALS AND FINISHESA5-2 PEARLE VISION TENANT FINISH - ROOM FINISH SCHEDULES, TYPICAL DETAILSA5-3 PEARLE VISION TENANT FINISH - INTERIOR ELEVATIONSA6-1 REFLECTED CEILING PLAN

STRUCTURAL SHEETSS0-1 GENERAL NOTESS1-1 FOUNDATION PLANS1-2 MEZZANINE FRAMING PLANS1-3 ROOF FRAMING PLANS2-0 TYPICAL STEEL STUD AND BASE PLATE DETAILSS3-1 FOUNDATION SECTIONSS3-2 ROOF FRAMING SECTIONS

MECHANICAL SHEETSM1-1 MECHANICAL PLANSM1-2 MECHANICAL SCHEDULES, NOTES AND DETAILS

PLUMBING SHEETSP1-1 PLUMBING PLANSP1-2 PLUMBING SCHEDULES, NOTES AND DETAILS

ELECTRICAL SHEETSE1-1 LIGHTING PLANSE2-1 POWER AND SYSTEMS PLANS

06/08/15 FOR CONSTRUCTION

UP

PV-GH-15

PV-GH-15

PV-BW02

PV-FN

-205C

PV-GH-15.1

PV-CW01L

PV-GH-18PV-GR-17

BOH-ET-A

BOH-UP30-A

PV-F

N-20

0

LIFE SAFETY PLAN LEGEND

EGRESS ROUTE

FIRE EXTINGUISHER *EXIT ARROW

1.6"8

0.00"

EXIT LOAD

REQUIRED WIDTH (INCHES)

ACTUAL WIDTH (INCHES)

DIRECTION OFTRAVEL

EMERGENCY EXIT LIGHT

EXIT LOAD

COMMON PATH OFEGRESS TRAVEL

EXIT ACCESSTRAVEL DISTANCE

CPET =EATD =

30'132'

LIMIT OF CONSTRUCTION

MATCH LINE

OCCUPANCY GROUP BOUNDARY

CONSTRUCTION CAPABLE OFRESISTING THE PASSAGE OF SMOKE

2 HR FIRE SEPERATION

1 HR FIRE SEPERATION

USE

ROOM NUMBER

OCCUPANT LOAD

COMMON PATH OF EGRESS

CONTINUATION OF EGRESS PATH

NOTE: SOME SYMBOLS SHOWN MAY NOT BE USED ON THIS PROJECT.

STORAGE112

2

CODE JURISDICTION:2012 IBC

OCCUPANCY:M

OCCUPANT LOADS:M = 184

CONSTRUCTION TYPE:CONSTRUCTION TYPICAL OF TYPE V-B.

AUTOMATIC SPRINKLER SYSTEM:WILL BE PROVIDED

BUILDING AREA:ACTUALTOTAL BUILDING: 7,255 SFALLOWED [IBC 506.1] 18,000 SF WITH FIRE SPRINKLER INCREASE

BUILDING HEIGHT:ACTUAL HEIGHT: 25' - 0" AFF, 2 STORIESALLOWABLE HEIGHT: 60', 2 STORY WITH FIRE SPRINKLER INCREASE [IBC 504]; 3 STORIES PER GJ Z&D

FIRE RESISTANCE RATING REQUIREMENTS:(FOR TYPE V-B CONSTRUCTION) [IBC TABLE 601]STRUCTURAL FRAME: 0 HRSBEARING WALLS, EXTERIOR: 0 HRSBEARING WALLS, INTERIOR: 0 HRSNON-BEARING WALLS, EXTERIOR: 0 HRS*

*1 HR IF < 10 FT FIRE SEPARATION DISTANCE [IBC TABLE 602]NON-BEARING WALLS, INTERIOR: 0 HRSFLOOR CONSTRUCTION: 0 HRSROOF CONSTRUCTION: 0 HRS

EXIT TRAVEL DISTANCE:FOR M OCCUPANCY:

COMMON PATH OF EGRESS TRAVEL: 100 FT WITH SPRINKLER SYSTEM, IBC TABLE 1014.3EXIT ACCESS TRAVEL DISTANCE: 250 FT WITH SPRINKLER SYSTEM, IBC TABLE 1016.2

PLUMBING FIXTURE COUNT: WC'S LAV DF SS

REQ'D PROV REQ'D PROV REQ'D PROV REQ'D PROVOCCUPANCY TYPE OCC LD MEN WOMEN M / W M /W M / W M / WMERCANTILE (M) 184 92 92 1 / 1 2 / 2 1 / 1 2 / 2 1 1 1 3

6.6"33

70.00"

10.8"54

70.00"

5.4"27

70.00"

4.0"20

34.00"

6.6"33

34.00"

42

24

21

12

12CP

ET =

EATD

=0' 86

'

CPET =EATD =

0'82'

CPET =EATD =

34'70'

CPET =EATD =

0'43'

7

FUTURE TENANT3

F11740

FUTURE TENANT2

F11448

PEARLE VISION10156

OD REFRACTION1

1112

OD REFRACTION2

1122

PRE-TEST /CONTACT LENS

1132

LAB109

4

ACCESS107

1

CORRIDOR108

DISPLAY 1108A

FUTURE TLTF116

FUTURECUSTODIAL

F1151

FUTURECUSTODIAL

F1181

FUTURE TLTF119

JANITORE106

1

WOMENE105

MENE104

HALLE103

STAIRE102

33

54

DISPLAY108B

DISPLAY108C

*

*

*

*

*

OFFICEE205

2

OFFICEE204

2

OFFICEE202

2IT

E2031

HALLE201 7

CPET

=EA

TD =

67'

112'

MECHANICALE206

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LIFE SAFETY PLAN

CROSSROADS BUILDINGRENOVATION

611 24 ROAD, GRAND JUNCTION,CO 81505

PTI, B

AM

BUILDING CODE ANALYSIS6G9B 91

NORTH 1/8" = 1'-0"A0-1

1 LIFE SAFETY PLAN - MAIN FLOOR

6G9B 91

NORTH 1/8" = 1'-0"A0-1

2 LIFE SAFETY PLAN - SECOND FLOOR

OCCUPANCY SCHEDULE

ROOM OCC.FACTOR

CALC. OCC.LOAD

DESIGNOCCUPANCY FUNCTION OF SPACENUMBER NAME AREA

101 PEARLE VISION 1,652.54 SF 30 55.08 56 Mercantile - Grade107 ACCESS 25.87 SF 300 0.09 1 Accessory108 CORRIDOR 823.67 SF 0 Common

108A DISPLAY 1 31.75 SF 0 Accessory108B DISPLAY 30.23 SF108C DISPLAY 31.78 SF109 LAB 372.15 SF 100 3.72 4 Industrial111 OD REFRACTION 1 128.83 SF 100 1.29 2 Institutional- Outpatient112 OD REFRACTION 2 128.83 SF 100 1.29 2 Institutional- Outpatient113 PRE-TEST / CONTACT LENS 112.10 SF 100 1.12 2 Institutional- Outpatient

E102 STAIR 47.49 SF CommonE103 HALL 186.76 SF 0 CommonE104 MEN 49.39 SF 0 CommonE105 WOMEN 48.66 SF 0 CommonE106 JANITOR 81.53 SF 300 0.27 1 AccessoryE201 HALL 75.60 SF 100 0.76 BusinessE202 OFFICE 150.46 SF 100 1.50 2 BusinessE203 IT 26.25 SF 100 0.26 1 BusinessE204 OFFICE 128.68 SF 100 1.29 2 BusinessE205 OFFICE 178.94 SF 100 1.79 2 BusinessE206 MECHANICAL 333.81 SF 300 1.11 2 MechanicalF114 FUTURE TENANT 2 1,448.34 SF 30 48.28 48 Mercantile - GradeF115 FUTURE CUSTODIAL 33.08 SF 300 0.11 1 AccessoryF116 FUTURE TLT 42.49 SF 0 CommonF117 FUTURE TENANT 3 1,186.09 SF 30 39.54 40 Mercantile - GradeF118 FUTURE CUSTODIAL 33.08 SF 300 0.11 1 AccessoryF119 FUTURE TLT 42.49 SF 0 Common

167

PV-PL-1

PV-PC-4-16

PV-PC-4-16

PV-PL-1

BOH-UP30A

BOH-SU30AM2E-GH-10M2E-GH-10

M2E-GR-1CPV-GR-1C

PV-PL-1

PV-PC-4-16

M2E-GR-1CPV-GR-1C

PV-GR-13

M2E-GR-1CPV-GR-1C

M2E-GR-1CPV-GR-1C

PV-PC-4-16

PV-PL-1

123456

6A2-1

______

CORNICE: STUCCO OR MTL (FBO)STUCCO FINISH - COLOR B

ACCENT LIGHT FIXTURE

CANOPY W/ BRACE RODS

BRICK VENEER

FUTURE SIGNAGE, FBO

ACCENT POLE, FBO

CMU VENEER WAINSCOT

3B

2B

9A

5A

8 8

4 4 5

9 3A

2A

EL 125' - 0"

EL 117' - 8"

EL 110' - 8"

EL 104' - 8"

IN-FILL AT EXIST WINDOW

IN-FILL AT EXISTWINDOW

IN-FILL AT EXISTWINDOW

9 8 78.9 8.8 8.1 1.11.3

CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ

CJ CJ CJ CJ CJ CJ CJ CJ

CANOPY CANOPY

CANOPY

ALT NO 3: WALL IN-FILL

CJ

[TYP

ALL

PILA

STER

S]

[ALT

NO

1: AD

DTL M

ASON

RY]

NEW JAMB FRAMING - [REF STRUCT]REPAIR WALL AS REQUIRED - TYP ATALL NEW OPENINGS

SIGNAGE, FBO

T.O. WAINSCOT

T.O. CANOPY

T.O.M.

T.O.W.

AH

CORNICE: STUCCO OR MTL (FBO)STUCCO FINISH - COLOR B

CANOPY W/ BRACE RODSBRICK VENEERCMU VENEER WAINSCOT

2

3

5A2-1

______

IN-FILL AT EXISTWINDOW

IN-FILL AT EXISTWINDOW

4' - 8

"12

' - 8"

4"

T.O.W.T.O.W.

T.O.M.

7' - 2

"1'

- 10"

CJ

CJ CJCJ CJ CJCJ

ELEC EQUIPMENT - EXISTACCESS DOOR - EXISTIN-FILL ATEXIST DOOR

CJ

9' - 0

"

EL 122' - 8"CJ

A.1A.2BDFGG.9 G.8 CC.9D.9E

CJ

[TYP

ALL

PILA

STER

S]

[ALT

NO

1: AD

DTL M

ASON

RY]EL 117' - 8"

EL 125' - 0"

OVERFLOWSCUPPER, FBO

1 2 3 4 5 66A2-1

______

CORNICE: STUCCO OR MTL (FBO)STUCCO FINISH - COLOR B

ACCENT LIGHT FIXTURE

CANOPY W/ BRACE RODS

CMU VENEER WAINSCOT

FUTURE SIGNAGE, FBO

BRICK VENEER

ACCENT POLE, FBO

11 10

6

10A

6A

10

6

11

IN-FILL AT EXIST WINDOW - TYP

7' - 4

"4"

12' -

8"4'

- 8"

9' - 0

" TY

P

EL 125' - 0"T.O.W.

T.O.M.

11' -

0" T

YP

T.O.W.

TYP

EQ

TYP

EQ

T.O.M.

T.O.W.

CJCJ

CJ CJ

CJ CJ CJ CJ CJ CJ

CJ CJ

CJ CJ

CANOPY

CANOPY CANOPY

987 8.98.88.11.1 1.3

CJ

EL 122' - 8"

CJ

CJ CJ CJ CJ CJ

SIGNAGE, FBOFUTURESIGNAGE, FBO

[TYP

ALL

PILA

STER

S]

[ALT

NO

1: AD

DTL M

ASON

RY]EL 117' - 8"EL 117' - 8"

NEW JAMB FRAMING - [REF STRUCT]REPAIR WALL AS REQUIRED - TYP ATALL NEW OPENINGS

EL 125' - 0"

EXIST 8" Ø RD - EXTEND TOFACE OF CMU, ADD LAMBSTOUNGUE OUTLET

EXIST 8" Ø RD - EXTENDTO FACE OF CMU, ADDLAMBS TONGUE OUTLET

A2-19

TYP

A H

CORNICE: STUCCO OR MTL (FBO)

STUCCO FINISH - COLOR B

BRICK VENEERCMU VENEER WAINSCOT

3

2

5A2-1

______

IN-FILL AT EXIST WINDOW

4"12

' - 8"

4' - 8

"9' - 0

"

11' -

0"

CJ CJ

CJ

CJCANOPY

CJEQEQ

CJ

CJ CJ

EQEQ

CJ

CJ

ACCENT LIGHTFIXTURE - TYP

EQ EQ

CJ

CJ

CANOPY W/ BRACE RODS

EL 125' - 0"T.O.W.

T.O.M.

CJCJ CJ CJ

VENT - EXIST1' - 6

"7'

- 0"

ALT NO 3: IN-FILL AT WINDOW HEAD

A.1 A.2 B D F G G.9G.8C C.9 D.9 E

7 [TYP

ALL

PILA

STER

S]

[ALT

NO

1: AD

DTL M

ASON

RY] EL 117' - 8"

[TYP

ALL

PILA

STER

S]

[ALT

NO

1: AD

DTL M

ASON

RY]

OVERFLOWSCUPPER, FBO

STROBE & FDC

A H

5A2-1

______

EXIST WALL

CORNICE -STUCCO OR MTL

A4-112

A4-11

FLOOR SYSTEM - EXIST

EXIST GIRT TOBE REMOVED -[REF STRUCT]

IN-FILL AT REMOVEDWINDOW

2" INSULATED MTL PANEL

EXIST ROOF SYSTEM

EXIST GIRT TOBE REMOVED -[REF STRUCT]

EXIST GIRT TOBE REMOVED -[REF STRUCT]

A4-11

CORNICE -STUCCO OR MTL(FBO)

A.1 A.2 B D F G G.9G.8C C.9 D.9 E

ACCENT POLE, FBOACCENT POLE, FBO

A4-112SIM

OPP

1 2 3 4 5 66A2-1

______

INFILL AT REMOVED WINDOW

A4-18

NEW STUCCO OVEREXISTING FRAMING

CORNICE - STUCCO OR MTL (FBO)

CANOPY - BEYOND

BRICK VENEER - BEYOND

CMU VENEER - BEYOND

PRE-CAST CAP - BEYOND

PARAPET - BEYOND

ACCENT POLE, FBO - BEYOND

GIRT TO BE REMOVED -[REF STRUCT]

IN-FILL AT REMOVEDWINDOW

MTL STUD AND STUCCOWALL EXTENSION

CORNICE - STUCCOOR MTL (FBO)

EXIST 2ND FLOOR

987 8.98.88.11.1 1.3

A4-14

A4-111

NEW STUCCO OVER EXISTFRAMING

PV-PC-4-16 SIGNAGEFACE LIT STACKED PANCHANNEL LETTERSWITH BACKER BOARD.REFER TO SEPARATESIGNAGE DRAWINGS &PERMIT. (FBO)

8" TALL PV-PL-1 DIMENSIONAL"PLATE" LOGO. REFER TO SEPARATESIGNAGE DRAWINGS & PERMIT. (FBO)

PV-PC-4-16 SIGNAGEFACE LIT STACKED PANCHANNEL LETTERSWITH BACKER BOARD.REFER TO SEPARATESIGNAGE DRAWINGS &PERMIT. (FBO)

8" TALL PV-PL-1 DIMENSIONAL"PLATE" LOGO. REFER TO SEPARATESIGNAGE DRAWINGS & PERMIT. (FBO) STUCCO 'A'

LEGEND

BASIS OF DESIGN GLAZING SPEC:[OLDCASTLE GLASS W/ PPG LOW-ECOATINGS]

GL-1:OB: 1/4" PPG SOLARBAN 60 ON OPTIGRAY LOW-E #2AS: 1/2" (AIR FILL)IB: 1/4" CLEARVISIBLE TRANS: 50%WINTER U-FACTOR: 0.29SUMMER U-FACTOR: 0.27SHGC: 0.30

GL-2:OB: 1/4" PPG SOLARBAN 60 ON OPTIGRAY LOW-E #2AS: 1/2" (AIR FILL)IB: 1/4" CLEAR WITH FROSTED CRYSTAL WINDOW FILM[SAME PRODUCT AS GL-1, BUT W/ FILM]

GL-3:OB: 1/4" PPG SOLARBAN 60 ON OPTIGRAY LOW-E #2, TEMPEREDAS: 1/2" (AIR FILL)IB: 1/4" CLEAR, TEMPEREDVISIBLE TRANS: 50%WINTER U-FACTOR: 0.29SUMMER U-FACTOR: 0.27SHGC: 0.30

GL-4:1/4" FROSTED, TEMPERED

GL-5:1/4" CLEAR, TEMPERED

1' - 0" VARIES 1' - 0"

BRICK 'B' ACCENTEVERY FOURCOURSES, TYPAT EA PILASTER

BRICK 'B' SOLDIER

BRICK 'A' FIELD

NOTE:TYP AT ALL PILASTERS

SHEET #:

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6/22/2

015 1

2:09:1

2 PM

A2-1

1501

06/08/15

FOR CONSTRUCTION

EXTERIOR ELEVATIONS,BUILDING SECTIONS

CROSSROADS BUILDINGRENOVATION

611 24 ROAD, GRAND JUNCTION,CO 81505

PTI, B

AM

6G9B 91

1/8" = 1'-0"A2-11 WEST ELEVATION

6G9B 91

1/8" = 1'-0"A2-12 NORTH ELEVATION

6G9B 91

1/8" = 1'-0"A2-13 EAST ELEVATION

6G9B 91

1/8" = 1'-0"A2-14 SOUTH ELEVATION

6G9B 91

1/8" = 1'-0"A2-16 BUILDING SECTION - EAST-WEST

6G9B 91

1/8" = 1'-0"A2-15 BUILDING SECTION - NORTH-SOUTH

6G9B 91

1/8" = 1'-0"A2-17 WEST ELEVATION - PEARLE VISION SIGNAGE

6G9B 91

1/8" = 1'-0"A2-18 EAST ELEVATION - PEARLE VISION SIGNAGE

EXTERIOR FINISHESMATERIAL TYPE MATERIAL DESCRIPTION NOTES

ALUMINUMSTOREFRONT

AL KAWNEER 451T OR APPROVEDEQUAL, DARK BRONZE

OTHER ACCEPTABLE MANUFACTURERS INCLUDE BUTARE NOT LIMITED TO: EFCO, TUBELITE

BRICK BRICK-A GENERAL SHALE, OPERAHOUSE FIELD COLORBRICK BRICK-B GENERAL SHALE, SCHOOL HOUSE ACCENT COLOR FOR SOLDIER COURSES AND ACCENT

BRICKSCMU CMU GENERAL SHALE, COS, DESERT

YELLOW, GROUND FACE [VENEER]ALL CMU WAINSCOT

GLAZING GL-1 INSULATED UNIT, 1" THICK ALL EXTERIOR GLASS, UNO [REF SPEC]GLAZING GL-2 INSULATED UNIT, 1" THICK, FROSTED EXTERIOR GLAZING UNITS AS NOTED [REF SPEC]GLAZING GL-3 1/4" CLEAR, TEMPERED INTERIOR GLAZING UNITS IN AND ADJACENT TO

DOORSMISC MTL ACCENT POLE POWDERCOAT, "STARDUST" FBOMISC MTL CANOPY ROD POWDERCOAT, "STARDUST" FBOMORTAR MORTAR STANDARD GRAY MORTAR AT MASONRYPREFINISHED MTLFLASHINGS

MTL-A FIRESTONE UNACLAD, 24 GA, KYNAR500 FINISH, SIERRA TAN

FBO

PREFINISHED MTLFLASHINGS

MTL-B FIRESTONE UNACLAD, 24 GA, KYNAR500 FINISH, EXTRA DARK BRONZE

FBO

PREFINISHED MTLFLASHINGS

MTL-C FIRESTONE UNACLAD, 24 GA, KYNAR500 FINISH, BONE WHITE

FBO

STUCCO STUCCO-A STO 280 POWERFLEX FINE, PAVILIONBEIGE, SW7512

ALL RECESSED PANELS BETWEEN PILASTERS,INDICATED AS NOTED BELOW

STUCCO STUCCO-B STO 280 POWERFLEX FINE,SANDERLING, SW7513

UPPER BAND AND SOFFIT. IF ALTERNATE 1 IS NOTTAKEN, INCLUDE PILASTERS DOWN TO MASONRY

6G9B 91

1/2" = 1'-0"A2-19 DETAIL - BRICK ACCENT PATTERN

UP

1

2

3

6

A H

9

8

7

8.9

8.8

8.1

1.1

1.3

G G.8C C.9 E

FUTURE TENANT3

F11740

FUTURE TENANT2

F114

PEARLE VISION101

OD REFRACTION1

111

OD REFRACTION2

PRE-TEST /CONTACT LENS

113

LAB109

ACCESS107

CORRIDOR108

DISPLAY 3108C

DISPLAY 2108B

DISPLAY 1108A

JANITORE106

WOMENE105

MENE104

HALLE103

STAIRE102

112

SECONDARYWAITING AREA

MEN'S FRAMES WOMEN'S FRAMES YOUTH FRAMES

SUN

S&D ETC

5 5

6 6

A H

MECHANICAL 1ST FLOOR PLAN

SHEET #:

PROJECT #:

DATE:

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BighornConsultingEngineers, Inc.Mechanical & Electrical Engineers569 S. Westgate Dr., Suite 1Grand Junction, CO 81505phone: 970-241-8709,fax: 970-241-9514

15-013

06-08-15

CROSSROADS BUILDINGRENOVATION

611 24 ROAD, GRAND JUNCTIONCO 81505

100% CONSTRUCTION DOCUMENTS

M1-1

MECHANICAL 2ND FLOOR PLAN