little canada commercial

FD

FD

FD

FD

AC AIR CONDITIONERACOUST ACOUSTIC/ACOUSTICALACT ACOUSTIC TILEADH ADHESIVEAFF ABOVE FINISH FLOORAGGR AGGREGATEALT ALTERNATEALUM ALUMINUMAP ACCESS PANELARCH ARCHITECTURALASPH ASPHALTAVE AVENUEBD/BDS BOARD/BOARDSBFE BOTTOM OF FOOTINGBITUM BITUMINOUSBKT BRACKETBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLVD BOULEVARDBM BEAM/BENCH MARKBOT BOTTOMB.O. BOTTOM OF...BR BEDROOMBRG BEARINGBRK BRICKBSMT BASEMENTBTWN BETWEENCAB CABINETCB CATCH BASINCEM CEMENTCFB CEMENT FIBER BOARDCG CORNER GUARDCIP CAST IRON PIPECJ CONTROL JOINTCL CENTER LINECLG CEILINGCLKG CAULKINGCLO CLOSETCMU CONC. MASONRY UNITCNTR COUNTERCO COMPANYCOL COLUMNCOMB COMBINATIONCOMP COMPOSITIONCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCOORD COORDINATECORP CORPORATIONCORR CORRIDORCPT CARPETCR CURTAIN RODCSK COUNTERSINKCTOP COUNTERTOPCT CERAMIC TILECU FT CUBIC FOOTCU IN CUBIC INCHCU YD CUBIC YARDD DRYERDBL DOUBLEDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIV DIVISIONDN DOWNDPRF DAMPPROOFDR DINING ROOM/DOORDS DOWNSPOUTDT DRAPERY TRACKDW DISHWASHERDWG DRAWINGDWR DRAWERE EASTEA EACHEIFS EXT. INSUL FIN SYSTEMEL ELEVATIONELEC ELECTRIC/ELECTRICALELEV ELEVATORENGR ENGINEERENT ENTRANCEEQ EQUALEQUIP EQUIPMENTEST ESTIMATEEW EACH WAYEWC ELECTRIC WATER COOLEREXSTG EXISTINGEXC EXCAVATEEXH EXHAUSTEXP JT EXPANSION JOINTEXT EXTERIORF TO F FACE TO FACEFAB FABRICATEFD FLOOR DRAINFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFEP FINISHED END PANELFE FIRE EXTINGUISHERFF FINISH FACEFH FIRE HOSEFIG FIGUREFIN FINISH/ FINISHEDFIX FIXTUREFL FLOORFLASH FLASHINGFLUOR FLUORESCENTFM FACE OF MASONRYFOW FACE OF WALLFPRF FIREPROOFFR FRAMEFRT FREIGHTFS FACE STUDFSH FACE OF SHEATHINGFT FOOT/FEETFTG FOOTINGFURN FURNISHFURR FURRINGF.V. FIELD VERIFIEDG GASGA GAUGEGAL GALLONGALV GALVANIZEDGAR GARAGEGB GRAB BARGC GENERAL CONTRACTORGEN GENERALGI GALVANIZED IRONGL GLASS/GLAZINGGOVT GOVERNMENTGPBD GYPSUM WALLBOARDGPM GALLON PER MINUTE

GR GRADEGRTG GRATINGGS GREASE SHIELDGYP GYPSUMH HIGHHB HOSE BIBHC HOLLOW COREHD HEADHDRL HANDRAILHDWD HARDWOODHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHWY HIGHWAYHW HOT WATERID IDENTIFICATION/INSIDE DIAIN INCHINCL INCLUDEINC INCORPORATEINFO INFORMATIONINSUL INSULATE/INSULATIONINT INTERIORINV INVERTJAN JANITORJCT JUNCTIONJT JOINTJST JOISTKD KNOCK DOWNKIT/K KITCHENL LINENLAB LABORATORYLAD LADDERLAM LAMINATELAT LATITUDELAV LAVATORYLB/LBS POUND/POUNDSLBR LUMBERLD LOADLDG LOADINGLG LENGTHLH LEFT HANDLIB LIBRARYLIN LINOLEUMLNDY LAUNDRYLOA LENGTH OVERALLLONG LONGITUDELR LIVING ROOMLT LIGHTMACH MACHINEMAS MASONRYMATL MATERIALMAX MAXIMUMMC MEDICINE CABINETMECH MECHANICALMEMB MEMBRANEMEMO MEMORANDUMMEZZ MEZZANINEMFG MANUFACTUREDMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLDG MOULDINGMO MASONRY OPENINGMOD MODULARMTL METALMTD MOUNTEDMULL MULLIONN NORTHNIC NOT IN CONTRACTNO/#/NUM NUMBERNOM NOMINALNTS NOT TO SCALEOA OVERALLOC ON CENTEROD OVERFLOW DRAINOFF OFFICEOPNG OPENINGOPP OPPOSITEORIG ORIGINALOSB ORIENTED STRAND BOARDORD OVERFLOW ROOF DRAINOZ OUNCEP&G PITCH & GRAVELPASS PASSENGERPCF POUNDS PER CUBIC FOOTPED PEDESTRIAN TRAFFIC COATINGPER PERIMETERPERF PERFORATEPERP PERPENDICULARPIL PILASTERP LAM PLASTIC LAMINATEPL PLATEPLAS PLASTERPLMB PLUMBINGPLYWD PLYWOODPNEU PNEUMATICPOL POLISHEDPORC PORCELAINPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PAINT/POINTPTD PAPER TOWEL DISPENSERPTN PARTITIONPREFAB PREFABRICATEDPREFIN PREFINISHEDPROP PROPERTYPUR PURLINSQR QUARTER/QUARTER-ROUNDQT QUARRY TILEQTY QUANTITYR RISERR&S ROD & SHELFRAD RADIATION/RADIUSRB RESILIENT BASERC RESILIENT CHANNELRCT RUBBER COMPOSITION TILERD ROAD/ROUND/ROOF DRAINRECP RECEPTACLEREC RECESSEDREF REFERENCEREFRIG REFRIGERATORREG REGULAR/REGISTERREINF REINFORCE/REINFORCINGREQD REQUIREDRESIL RESILIENTRET RETURNRH ROBE HOOK/RIGHT HANDRFG ROOFINGRM ROOMRO ROUGH OPENINGRS REDUCER STRIP

RWD REDWOODRWL RAIN WATER LEADERS SOUTHSAN SANITARYSB SPLASH BLOCKSC SOLID CORESCHED SCHEDULESD SOAP DISHS DISP SOAP DISPENSERSEC SECONDSECT SECTIONSH SHELF/SHINGLESSHR SHOWERSHT SHEETSHTG SHEATHINGSID SIDINGSIM SIMILARSLID SLIDINGSM SMOOTH (FINISH)SND SANITARY NAPKIN DISPENSERSNR SANITARY NAPKIN RECEPTACLESPEC SPECIFICATIONSQ SQUARESS SERVICE SINKSSA SINGLE STRENGTH AS STL STAINLESS STEELST STREETSTD STANDARDSTL STEELSTOR STORAGESTR STRINGERSTXT SPRAY TEXTURESUB FL SUBFLOORSUSP SUSPENDEDSV SHEET VINYLS4S SURFACED FOUR SIDEST TREADT&G TONGUE & GROOVETB TOWEL BARTC TOP OF CURBTECH TECHNICALTEL TELEPHONETEMP TEMPEREDTERR TERRAZZOTEX TEXTURETFE TOP OF FOOTING ELEVTHRESH THRESHOLDTHRU THROUGHTK BD TACKBOARDT.O. TOP OF . . .TPH TOILET PAPER HOLDERTRANS TRANSOMTV TELEVISIONTW TOP OF WALLTYP TYPICALUC UNDER COUNTERUL UNDERWRITER'S LAB, INCUNO UNLESS NOTED OTHERWISEVAN VANITYVB VAPOR BARRIER/VINYL BASEVEN VENEERVENT VENTILATORVERT VERTICALVEST VESTIBULEVIN VINYLVNL VINYLVWC VINYL WALL COVERINGVCP VITRIFIED CLAY PIPEVCT VINYL COMP TILEW WEST/WASHERW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWDW WINDOWWI WROUGHT IRONWP WATERPROOFWR WATER RESISTANWS WEATHERSTRIPWSCT WAINSCOTINGWT WEIGHTWWF WELDED WIRE FABRICYD YARD

ABBREVIATIONS

(These patterns are scaled for 1-1/2"= 1'-0"details)

FOAM/POURED IN PLACE INSUL

EARTH

CONCRETE MASONRY UNIT

STEEL

RIGID INSULATION OR

BRICK/ MANUFACTURED STONE

CONCRETE

SAND

GRANULAR FILL

GYPSUM BOARD

ROUGH WOOD

QUARRY OR CERAMIC TILE

WOOD

STUD WALL

WOOD BLOCKING OR SHIM

BATT INSULATION (INSUL-10)

PLYWOOD

1

1

AXXX

1

DOOR NUMBER

ROOM NAME / NUMBER

INTERIOR/EXTERIOR WALLTYPE, FLOOR-CEILING TYPE

REVISION CLOUD

DETAIL CALLOUT

BREAK LINE

HDCP SYMBOL

ELEVATION / WORK POINT

NORTH ARROW

KEYNOTES

ADDENDUM, CHANGE ORDER,PROPOSAL REQUEST,ARCHITECTS SUPPLEMENTALINSTRUCTIONS

INTERIORELEVATION

DETAIL

SECTION

ELEVATION

A

X

X

AXXX

X

AXXX

AXXX

A

B

C

D

?

?

?

X

AXXX

N

C

D B

UNIT NUMBER / NAMEDETAIL NUMBER

???

?

SYMBOLS KEY

?

?

?

CASEWORK TAG

PARKING TAG

WINDOW TAG

HATCH KEY

SITE

Future Kitchen

101

A-2 200SF/Occ.

750 SF- 4 Occ.

Future Seating Area

100

A-2 15SF/Occ.

870 SF- 55 Occ.

Exit Door

Prov. 4'-0"

Dining

200

A-2 63SF/Occ.

937 SF- 62 Occ.

Kitchen

201

A-2 200SF/Occ.

623 SF- 4 Occ.

Allowable Height and Building AreasIBC Table 503

Construction Type VB

Occ. Tabular Area/Floor Height (S-Feet)A-2 6,000 SF 1 Story

Maximum Travel Distance (Table 1016.1): 200'

Fire Rating of Building Components (Table 601): Type VA Structural Frame 0HR Ext. Bearing Walls 0HR Int. Bearing Walls 0HR Ext. Non Bearing Walls 0HR Int. Non Bearing Walls 0HR Floor Construction 0HR Roof Construction 0HR

Accessibility Requirements

PARKING - Accessible Provided:Surface Parking: 31Van Accessible Stalls 0Accessible Stalls 2Total Surface Stalls 31

Required Min. Number of Accessible Spaces per 1106.1 =

PLUMBING - Fixture Count (Chapter 29)Occupants per fixture based occupancylisted in table 2902.1 as follows:

TENANT 1 (Taco Johns)

A-2 Assembly Areas: 827 / 15 sf = 55 occupantsA-2 Assembly Areas: 740 / 200 sf = 4 occupants

Total: 59 occupants

Water Closets: Code BasedA-2: Men: 59 occ/75 = 1

Women: 59occ/75 = 1 2 total

Required: 1 Men, 1 WomenProvided: 1 Men, 1 Women

Lavatories: Code BasedA-2: (59 occupants/200) = 0.3

Required: 1Provided: 1

Service Sinks: Code BasedA-2: 1 total


Applicable Building Codes

1. 2015 Minnesota State Building Code2. 2012 International Building Code with state amendments /Chapter 13053. 2015 Residential Code with state amendments /Chapter 13094. 2015 Minnesota Accessibility Code /Chapter 13415. 2015 International Fire Code with state amendments /Chapter 75106. Special Fire Protection Systems /MSBC Chapter 13067. 2015 National Electrical Code8. Minnesota State Plumbing Code /Chapter 47159. 2015 Minnesota Mechanical and Fuel Gas Code10. 2015 Minnesota Energy Code- Minnesota Statutes 16B.617 (7670) and MN Rules

Chapters 7672, 7674, 7676 and 767811. Snow Loads /MSBC Rules 1303.1700 (Anoka County)12. Frost Depth /MSBC Rules 1303.1600 (Anoka County)13. Wind Speed /Minimum 90mph14. Recycling Space /MSBC 103.150015. Elevators and Related Devices /MSBC Chapter 1307

PLUMBING - Fixture Count (Chapter 29)Occupants per fixture based occupancylisted in table 2902.1 as follows:

TENANT 2 (Subway)

A-2 Assembly Areas: 827 / 15 sf = 62 occupantsA-2 Assembly Areas: 740 / 200 sf = 4 occupants

Total: 66 occupants

Water Closets: Code BasedA-2: Men: 62 occ/75 = 1

Women: 62occ/75 = 1 2 total

Required: 1 Men, 1 WomenProvided: 1 Men, 1 Women*

Lavatories: Code BasedA-2: (59 occupants/200) = 0.3


Service Sinks: Code BasedA-2: 1 total


LINK WILSON REG. NO: 21629

I HEARBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED UNDER MY DIRECTSUPERVISION AND THAT I AM AREGISTERED ARCHITECT UNDERTHE LAWS OF THE STATE OFMINNESOTA.

Date

Drawn By

Checked By

Project Number

1301 American Blvd. E.Suite 100Bloomington, MN 55425tel: (612) 879-6000fax: (612) 879-6666www.kaaswilson.com

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Cover Sheet

Checker

Author

06.23.2016

1616

Little CanadaCommercial

Hearth Development

A0

Little Canada Commercial

3338 Rice Street, Little Canada, MN55126

3338 Rice Street, Little Canada, MN 55126

Structural:Energy Panel Structures, Inc.603 N Van Gordon AveenueGraettinger, IA 51342(712) 859-3219

Civil:Erickson Civil333 North Main Street, Suite 201Stillwater, MN 55082(612) 309-3804www/ericksoncivilsite.com

6750 Stillwater Blvd., N., Suite 200Stillwater, MN 55082 (651) 705-8811

General Notes to Bidders:1. The Architect and Engineers will answer questions directly from general contractors only during bid period. All questions and requests forclarifications shall be submitted in writing by general contractor and will be answered back by the Architect or Engineers in writing. Sub-contractorsshall route any inquiries through the General Contractor requesting their bid.2.Per AIA A201:CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS§ 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor.The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shallbe required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicatedresults.

§ 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividingthe Work among Subcontractors or in establishing the extent of Work to be performed by any trade.

Per Supplementary instructions Specification Section 00 81 00A. 1.2.4 - Precedence: In the event of inconsistencies among the documents, Architect will interpret them in accordance with the requirementsspecified herein and the overall intent of achieving a finished, code complying product throughout the buildings.

B. 1.2.5 - Where standard specifications, such as Fed. Spec, ANSI, ASTM, or other standards are referred to herein, if no date or edition isindicated, the latest or most recent edition at date of issue including all supplements, shall apply to this project.

SEE ALSO STRUCTURAL DRAWING SET PREPAREDBY EPS ENERGY PANEL STRUCTURES

SUB-CONTRACTORS SUBMITQUESTIONS TO GENERAL CONTRACTOR

Drawing Index

Sheet Number Sheet Name Sheet Issue DateCurrent

Revision Date

A0 Cover Sheet

C1 Site Plan (Reference Only)

A1 Floor Plans

A2 Roof Plan

A3 Exterior Elevations

A4 Wall Sections & Details

A5 Details

A6 Windows and Doors

A7 RCP & Interior Elevations

1/8" = 1'-0"3

Level 1 Code Plan

SHELL SET

Rev. No.

Revision

Date

NO

T FO

R

CO

NSTR

UC

TION

Date

Drawn By

Checked By

Project Number


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Site Plan(Reference Only)

Reference

-

06.23.2016

1616


Hearth Development

C1





Rev. No.

Revision

Date

Site Plan - FOR REFERENCE ONLY

FD

FD

FD

FD

A34

A3

3

A31

A3

2

Future SeatingArea

100

Future Kitchen

101

Men's

102

Women's

103

100

2

A4

3

A4

FutureCooler/Freezer

104

I4b

I3b

I4b

I4b

P1

I4a

5'-9

"2'

-1"

5'-7

"2'

-1"

1'-5

1/2

"24

'-5 1

/2"

27'-4 7/16" 8'-4"

6'-5

"

103

102

GB1,GB2,GB3

A7 1

1'-3

"1'

-6"

1'-6

"1'

-3"

1

2

78'-4

"

8"

5'-1 1/2" 9'-2 1/2" 4'-6" 4'-6" 25'-3"

21'-2

"

A B

49'-11"

8"

8" 8"

PTD

DCS

DCS

GB1,GB2,GB3

SD

PTD

SD

41'-5

" 101

A7 1

Sim

1'-6

"

Dining

200

201

TOILET RM SIGNAGE

TOILET RM SIGNAGE

STOOP

STOOP

STRUCT'L STOOP

STOOP

5'-1

"

7'-6

"

7'-6"

7'-5

"

Men's

202

Women's

203

1'-3"1'-6"

1'-6

"1'

-3"

4'-9"

7'-6"4'-9"

5 13/16"

Kitchen

201

T RM SIGN

GB1, GB2, GB3

GB1, GB2, GB3

PTD203

202

SD

SD

DCS

DCS

I4a

I3aI3a

I4a

I3a

I3a

200A

22'-8

"15

'-9"

8"

7'-8

5/8

"

7'-8" 4'-8"

N

3'-0"

2'-6

3/4

"

8" 8"STOOP

SURFACE MTD PTD

CONCRETE SLAB TO BE POURED BYOTHERS DURING TENANT FITOUT

12'-4"

16'-3

1/2

"

PREFINISHED METAL, OPEN RAINWATER LEADER TO PVC REDUCERCONNECTED TO STORM WATERSYSTEM. LOCATE SO AS NOT TOCONFLICT WITH DOOR IN FULLYOPEN POSITION

PREFINISHED METAL, OPENRAIN WATER LEADER TO PVCREDUCER CONNECTED TOSTORM WATER SYSTEM

PREFINISHED METAL, OPENRAIN WATER LEADER TO PVCREDUCER CONNECTED TOSTORM WATER SYSTEM

I3b

SOUNDINSULATEWALL

4

A4

10

A4

6x6 GLULAM COLUMN

2'-1

0"13

'-9"

13'-9

"

6x6 ALUMINUM BREAK METALOVER EACH SIDE OF GLULAMCOLUMN

19'-1

0"14

'-9"

3'-4

"

13'-6

"13

'-6"

3'-0" 9'-4" 8'-0"

9'-4

"

INTERIOR CONCRETE SLAB TO BE POURED BYOTHERS DURING TENANT FITOUT

4'-5 5/8"

12'-7 13/16"

STEEL COLUMN -SEE STRUCTURAL




LINE OF BEAM -SEE STRUCTURAL

LINE OF BEAM -SEE STRUCTURAL

200

E5

E6 w/ E5 ABOVE

13'-2

"

E5

w/ E5 ABOVEE6

E5

E6 w/ E5 ABOVE

E7

E7

E7

E5

E6

ABV

RESTROOMS TO BE BUILT DURINGTENANT FITOUT PHASE - LOCATIONS& CONFIGURATION ARE FORREFERENCE

RESTROOMS TO BE BUILTDURING TENANT FITOUTPHASE - LOCATIONS &CONFIGURATION ARE FORREFERENCE

SEE SITE PLAN FOR SIZE & LOCATION OFDUMPSTER ENCLOSURE. PROVIDEENCLOSURE TO HEIGHT OF DUMPSTERSWITH CAP FLASHING. PROVIDE 2 GATESWITH HARDWARE. SEE CIVIL PLANS FORBOLLARDS & CONCRETE PAD

FLOOR PLAN GENERAL NOTES

1. DIMENSIONS AT INTERIOR WALLS ARE GENERALLY GIVEN TO THE CENTEROF THE STUD UNLESS DEPICTED OTHERWISE.

2. SEE SHEET A7 FOR ACCESSIBLE TOILET ROOM ACCESSORIES ANDMOUNTING HEIGHTS

3. SEE ALSO STRUCTURAL PLANS.

VAPOR BARRIER

Slab on Grade

NTS25

CONCRETE SLAB ON GRADE- SEE STRUCTUAL

SAND BASE

Roof Truss Assembly

NTS18

MEMBRANE ROOFING SYSTEM ON ROOF PANEL SYSTEM

ROOF PANEL SYSTEM - SEE STRUCTURAL

TRUSS STRUCTUREPER STRUCTURAL

PROVIDE DRAFT STOPPING AT DROPCEILING LOCATIONS, TYP.USE VERT GYP BD OR BATT INSUL.SEE CEILNG PLAN FOR EXTENT

GYP BD AT BOTTOM OF TRUSSAT DROP CEILING LOCATIONS FORDRAFTSTOPPINGSEE CEILING PLAN

MASONRY VENEER, EXPANSION JOINTS TO BE LOCATEDEVERY 20' O.C., AT CHANGES IN SUPPORT, MATERIAL,WALL HEIGHT, OR BACKUP SYSTEM. VERIFY LOCATIONSPRIOR TO INSTALLATION.

DuPont™ Tyvek® CommercialWrap® D WEATHER BARRIER (ORAPPROVED EQUAL) FASTENED TO STUDS WITH 1 1/2" PLASTICCAPPED NAILS

HOT DIPPED GALVANIZED MASONRY VENEER ANCHORSHohmann & Barnard SW-10HS Anchor OR APPROVED EQUALSPACED 16"O.C. VERTICALLY AND HORIZONTALLY. SECUREDTO FRAMING WITH SCREWS, PROVIDE 2" SELF SEALINGFLEXIBLE FLASHING TAPE BEHIND EACH ANCHOR MOUNTINGPLATE.

AIR SPACE

EXTERIOR WOOD STUD + CMU VENEERE6

Grid

COMPOSITE PANELS CONSISTING OF A NOM. 5 1/2" THICKPOLYSTYRENE FOAMED PLASTIC CORE FACED ON BOTHSIDES WITH MIN 7/16" THICK ORIENTED STRAND BOARD.LOADED TO A MAX OF 1800 LB PER LINEAR FOOT WHICH IS 60PERCENT OF RECOMMENED AXIAL DESIGN LOAD

2X6 WOOD STUDS INSTALLED IN PRE-CUT CHANNELS. END STUDAND BEARING PLATE SECURED TO THE ORIENTED STRAND WITH 15/8" LONG RING SHANK NAILS SPACED 12" O.C. ALONG THE DEGESON BOTH FACES. SEE STRUCTURAL FOR REQUIRED SPACING ATBEARING WALLS & ENGINEERED LUMBER LOCATIONS & TYPES

8"

INTERIOR FINISH GYP BD OR FRP

EXTERIOR CLADDING ATTACHED TO STUDS THROUGHSHEATHING, SEE ELEVATIONS FOR MATERIALS

EXTERIOR WOOD STUD + PANEL SIDINGE7b

EXTERIOR WOOD STUD + LAP SIDINGE7

Grid

DuPont™ Tyvek® CommercialWrap® D WEATHER BARRIER(OR APPROVED EQUAL) FASTENED TO STUDS WITH 1 1/2"PLASTIC CAPPED NAILS

COMPOSITE PANELS CONSISTING OF A NOM. 5 1/2" THICKPOLYSTYRENE FOAMED PLASTIC CORE FACED ON BOTHSIDES WITH MIN 7/16" THICK ORIENTED STRAND BOARD.LOADED TO A MAX OF 1800 LB PER LINEAR FOOT WHICH IS60 PERCENT OF RECOMMENED AXIAL DESIGN LOAD

2X6 WOOD STUDS INSTALLED IN PRE-CUT CHANNELS. ENDSTUD AND BEARING PLATE SECURED TO THE ORIENTEDSTRAND WITH 1 5/8" LONG RING SHANK NAILS SPACED 12"O.C. ALONG THE DEGES ON BOTH FACES. SEE STRUCTURALFOR REQUIRED SPACING AT BEARING WALLS & ENGINEEREDLUMBER LOCATIONS & TYPES

8"

INTERIOR FINISH GYP BD OR FRP BY TENANT

Grid

2X WOOD STUDS SPACED 16" O.C. (SEE STRUCT.)

SOUND BATT INSULATION

Assembly Data

Fire Rating: 1 HRUL Design / GA File: U305/WP5512Sound Rating: 57(NBC-W13a)

ONE LAYER 5/8" TYPE X GYPSUM WALLBOARDAPPLIED PARALLEL OR AT RIGHT ANGLES TOEACH SIDE OF DOUBLE ROW OF 2X FRAMING W/6D COATED NAILS, 1-7/8" LONG, 7" O.C. - JOINTSSTAGGERED 16" ON OPPOSITE SIDESHORIZONTAL BRACING REQUIRED AT MID-HEIGHT

1" SPACE BETWEEN PLATES

* HORIZONTAL BRACING REQUIRED AT MID-HEIGHT

2X4 FRAMED PARTY WALLP1

ADHERED MANUFACTURED STONE VENEER w/ MORTARJOINTS (ACMV)

Grid

MORTAR/ SCRATCH COAT/ SETTING BED

GALVANIZED METAL LATH

SURE CAVITY™ RAINSCREEN DRAINAGE PLANE (ORAPPROVED EQUAL) - APPLY PER MANUFACTURERSINSTRUCTION

EXT WOOD STUD + ADHERED CULTURED STONE VENEERE5

DuPont™ Tyvek® CommercialWrap® D WEATHER BARRIER(OR APPROVED EQUAL) FASTENED TO STUDS WITH 1 1/2"PLASTIC CAPPED NAILS

COMPOSITE PANELS CONSISTING OF A NOM. 5 1/2" THICKPOLYSTYRENE FOAMED PLASTIC CORE FACED ON BOTHSIDES WITH MIN 7/16" THICK ORIENTED STRAND BOARD.LOADED TO A MAX OF 1800 LB PER LINEAR FOOT WHICH IS60 PERCENT OF RECOMMENED AXIAL DESIGN LOAD

2X6 WOOD STUDS INSTALLED IN PRE-CUT CHANNELS. ENDSTUD AND BEARING PLATE SECURED TO THE ORIENTEDSTRAND WITH 1 5/8" LONG RING SHANK NAILS SPACED 12"O.C. ALONG THE DEGES ON BOTH FACES. SEE STRUCTURALFOR REQUIRED SPACING AT BEARING WALLS & ENGINEEREDLUMBER LOCATIONS & TYPES

INTERIOR FINISH GYP BD OR FRP BY TENANT

Grid

ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIEDPARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2XFRAMING W/ 1-1/4" TYPE W DRYWALL SCREWS 12" O.C. -JOINTS STAGGERED 16" ON OPPOSITE SIDES

2X WOOD STUD SPACED 16" O.C. (VERIFY W/ STRUCT.)

FIBERGLASS BATT INSULATION (WHERE APPLICABLE)

Assembly Data

Fire Rating: 1 HRUL Design / GA File: U305/WP3514Sound Rating: 35-39a= non insulatedb= insulated

INTERIOR 2X4 WOOD PARTITION WALLI3

INTERIOR 2X6 WOOD PARTITION WALLI4

Grid

INTERIOR EXTERIOR

CMU - LAID IN FULL BED OF MORTAR(SASH BLOCK AT CJS W/ PREFORMED GASKET )

CONTROL JOINT W/PREFORMEDGASKET BACKER ROD &SEALANT(BOTH SIDES)LOCATE MAX 30'-0" O.C.

GROUT & REINFORCING - TERMINATEHORIZ JOINT REINFORCEMENT AT CJ'S

WATER-REPELLENTMASONRY FILL INSULATION

2" RIGID BELOW GRADE INSULATIONEXTEND A MIN 24" BELOW GRADE

12" EXTERIOR MASONRY WALL - BELOW GRADEE3



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Floor Plans

Checker

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06.23.2016

1616


Hearth Development

A1





1/4" = 1'-0"1

Level 1

Rev. No.

Revision

Date

2'-0

"2'

-0"

SLOPE1/4" / 1'-0"

4

A2

4

A2

4

A2

3

A4

ROOF PLAN GENERAL NOTES

1. PROVIDE SINGLE SLOPE ADHERED MEMBRANEROOF SLOPING TO PREFINISHED, CONTINUOUSGUTTER WITH OPEN DOWNSPOUTS.

2. PROVIDE CRICKETS AT ALL ROOF TOP EQUIPMENT

3. VERIFY LOCATIONS OF SINGLE PIPE, VENTLOCATIONS. SEE DETAIL 1/A2.

4. ROOFING CONTRACTOR TO COORDINATE WITHTENANT FITOUT PLANS FOR EQUIPMENT CURBLOCATIONS, HOT PIPE PENETRATION LOCATIONSAND FAN LOCATIONS. ROOFING CONTRACTOR TOCOORDINATE WITH REFRIGERATION EQUIPMENTCURBS AND MULTI-PIPE PENETRATION LOCATIONS.

NSIM

SIM

VERIFY LOCATIONS OF ROOF TOPEQUIPMENT TO BE INSTALLED DURINGTENANT BUILD OUT. SHELL BLDG ROOFINGCONTRACTOR TO PROVIDE CURBS &PENETRATIONS TO MAINTAIN WARRANTY.PROVIDE TEMPORARY CAPS, TYPICAL UNTILTENANT EQUIPMENT IS INSTALLED.

PROVIDE CURBS SIMILAR TO 6/A2 FORRTUs. VERIFY SIZES & LOCATIONS.PROVIDE CRICKETS TYPICAL,COORDINATED WITH SHELL & TENANTROOF EQUIIPMENT

A2

1

A21

VERIFY LOCATION(S)

VERIFY LOCATION(S)

A2

1

A21

VERIFY LOCATION(S)

VERIFY LOCATION(S)

SLO

PE

GU

TTE

R T

O D

S L

OC

ATIO

N

PREFINISHED CAP ATPARAPET, TYPICAL

VERIFY LOCATIONS OF ROOF TOP EQUIPMENT TO BE INSTALLEDDURING TENANT BUILD OUT. SHELL BLDG ROOFING CONTRACTORTO PROVIDE CURBS & PENETRATIONS TO MAINTAIN WARRANTY.PROVIDE TEMPORARY CAPS, TYPICAL UNTIL TENANT EQUIPMENTIS INSTALLED.

60 MIL, UNREINFORECED, ADHERED EPDM ROOFMEMBRANE SYSTEM (BLACK) ON UNDERLAYMENT BYROOFING MANUFACTURER. BASIS OF DESIGN:FIRESTONE RUBBER GARD EPDM SA WITH CLAD GUARDSELF ADHERED UNDERLAYMENT OVER SLOPED,INSULATED ROOF PANELS. PROVIDE WALKING PADS ATEQUIPEMENT REQUIRING SERVICE TYPICAL. ALL ROOFPENETRATIONS TO BE DETAILED PER MANUFACTURER'SSTANDARDS. PROVIDE 20-YEAR WARRANTY TOWITHSTAND DAMAGE DUE TO WINDS UPTO 72 MPH.

PROVIDE CURBS SIMILAR TO 6/A2 FORRTUs. VERIFY SIZES & LOCATIONS.PROVIDE CRICKETS TYPICAL,COORDINATED WITH SHELL & TENANTROOF EQUIIPMENT

12

PROVIDE FLAT PLYWOOD CAP FOR PRE-SLOPED CAP WITH CLIP SYSTEM OR BUILDUP SLOPED PLYWOOD CAP

SLOPE

EPDM ROOFING SYSTEM. CONTINUEUP & OVER PARAPET CAP, TYPICAL

PREFINISED , METAL CAP FLASHINGWITH KEEPER STRIPS EACH SIDE, TYP.

CFB PANEL

CFB PANEL

CFB SOFFIT

ROOF TRUSSES - SEESTRUCTURAL PLANS

SHEATHING WITH ADDITIONALBACKING AS REQUIRED FOR

AWNINGS & SIGNAGE

1'-5"

VENTED FURRING

INSULATION

PREFIN MTL JFLASHING TRIM

PREFIN MTL J FLASHING TRIM

6" RECESSED LED DOWNLIGHT(VERIFY LOCATIONS)

ROOFING UNDERLAYMENT OVERPREMANUFACTURED ROOF PANELS

GYPSUM BOARD, TAPED &SANDED, TYPICAL

BOTTOM OF ROOF TRUSSES /TRUSS BEARING (DASHED)

12

WOOD FRAMED SOFFIT ATTACHED TO PREMANUFACTUREDWALL & TRUSS SYSTEMS, TYPICAL. PROVIDE FOR RUNNINGCONDUIT FOR RECESSED LIGHTS

EXTERIOR SHEATHING, TYPICAL

BLOCKING AS REQ'D, SECURE TO DECK.

INSULATION

TREATED WOOD CURB. VERIFY REQ'DHEIGHT BASED ON INSUL THICKNESS.

ROOFING SYSTEM.

ROOFING - CARRY OVER THE TOP OFTHE CURB, SEAL ALL SIDES.

SHEET METAL CAP, SEAL @ ENDS.

WATERSTOP MASTIC

GALV. EQUIPMENT ANCHOR PL BY MECH,LAG BOLT TO CURB W/ GASKETED WASHER.

Vari

es

8"

Min

. A

bove R

oof

Min.

0' - 4 1/2"

COORDINATE SIZE AND LOCATIONS OFRTUs & EQUIPMENT CURBS REQUIREDFOR TENANT FITOUT PLANS

PIPE

ROOFING MEMBRANEEXTEND TO PIPE

PIPE PENETRATION BOOT

SPLICE ADHESIVE

STAINLESS CLAMP

EPDM WATER CUT OFFMASTIC BEHIND FLASHING

DOWNSPOUT BEYOND

MEMBRANE FLASHING & SEALANTPER FOOR MFR STD. DETAILS

RUN ROOF MEMBRANE,UNDERLAYMENT & TERMINATIONBEHIND GUTTER

PREFINISHED METAL GUTTER 6" WIDEx HEIGHT REQUIRED TO PROVIDESLOPE TO DOWNSPOUTS

FLASH BEHIND GUTTER & OVER TRIM

TYPICALTRIM & SIDINGINSTALLED PERMANUFACTURER'SRECOMMENDATIONS



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Roof Plan

Checker

Author

06.23.2016

1616


Hearth Development

A2





1/4" = 1'-0"5

Roof Plan

1 1/2" = 1'-0"4

Roof - Built out Parapet

1 1/2" = 1'-0"6

EQUIPMENT CURB (FOR REFERENCE)

1 1/2" = 1'-0"1

Roof - Single Pipe Penetration 1 1/2" = 1'-0"

2Gutter Detail

Rev. No.

Revision

Date

Level 1100'-0"

Top of ParapetFraming

117'-0"

3

A4

7.1

4.1

Truss Bearing111'-6"

PREFINISHED GUTTER SYSTEM WITHOPEN FACE DOWNSPOUTS, TYP

7.4 7.3

3

ALUM CANOPY BYSIGNAGE COMPANY

2

A5

TYP.

3

A5

TYP.

4.2

4.3

6

A5

10

A5 TYP. OVERALL WINDOWS

TYP. OVERALL STONE

PREFINISHED METAL CAP FLASHINGTYPICAL

RETURN CFB FINISH &TRIM TYP. OVER EPDMROOF PARAPET ENDS

ROOF MEMBRANE BEYOND

CMU CURB, TYPPROVIDE FLAT, SOLID BLOCK SOAP CORRDINATED WITHDOWN SPOUT LOCATIONS (APPROX 8" WIDE MIN, 16" MAX)

PROVIDE FLAT, SOLID BLOCK SOAP CORRDINATEDWITH DOWNSPOUT LOCATIONS (APPROX 8" WIDE MIN,16" MAX)

HOLLOW METALDOOR & FRAME,PAINTED.

2

A2PROVIDE CFB TRIM CORRDINATED WITHDOWN SPOUT LOCATIONS (APPROX 1"WIDER THAN DOWNSPOUTS MIN)

PROVIDE CFB TRIM CORRDINATED WITHDOWN SPOUT LOCATIONS (APPROX 1"WIDER THAN DOWNSPOUTS MIN)

Level 1100'-0"


117'-0"

3


4

ALUM CANOPY BY SIGNAGE COMPANYWITH EQUAL SPACES AT CFB REVEALS

FUTURE SIGNAGE -PROVIDE BACKING, J-BOX& CONDUIT TO TENANTELECTRICAL PANEL

6

A5

7.1

4.2

4.1 4.3

TYP. OVERALL WINDOWS

TYP. OVERALL STONE

10

A5

PREFINISHED METALCAP OVER CFB SOFFIT

Level 1100'-0"


117'-0"

100

1 2

7.1

4.3 4.14.2


6

A5

7

A5

ALUM CANOPY BY SIGNAGECOMPANY, TYPICAL (VERIFYBACKING REQUIREMENTS)

?7.5

EQUAL JOINT SPACING IN CFBPANEL

2

A5

TYP.

PROVIDE BACKING AND J-BOX FOR FUTURE SIGNAGE PROVIDE BACKING AND J-BOX FORFUTURE SIGNAGE

4

A4

200

ALUMINUM BREAK METAL EACH SIDEOF GLULAM COLUMN TO MATCHALUMINUM STOREFRONT FINISH

ALUMINUM BREAK METAL EACH SIDEOF GLULAM COLUMN TO MATCHALUMINUM STOREFRONT FINISH

1

7

PREFINISHED METAL CAPFLASHING SYSTEM, TYPAT PARAPET CAP

10

A5 TYP. OVERALL WINDOWS

TYP. OVERALL STONE

Level 1100'-0"


117'-0"

DRIVE UP WDW

2

A4

7.2 7.4

4.2

7.1

4.1

7.1

7.3


5

6

ALUM CANOPY W/ LIGHTINGBY SIGNAGE COMPANY

CFB PANEL BUMP OUT

1

A5

ACCENT PAINT COLOR

3

A5

TYP.

PROVIDE J-BOX, CONDUIT &BACKING FOR FUTURE SIGNAGE

7.1

10'-0

"

PREFINISHEDGUTTER & DS

6

A5

4.3

10

A5

TYP. OVERALL WINDOWS

TYP. OVERALL STONE

CMU CURB, TYP

PREFINISHED METALCAP OVER CFB SOFFITLINE OF SLOPED

ROOF BEYOND(DASHED)

EXTERIOR MATERIAL KEY TAG:

4.1 ROCKFACE CMU - COLOR: TBD

4.2 MANUFACTURED STONE - TBD

4.3 STONE SILL - COLOR: TBD

7.1 CFB PANEL 1 - COLOR: TBD

7.2 CFB 5" LAP SIDING - COLOR 1: TBD

7.3 CFB 5" LAP SIDING - COLOR 2: TBD

7.4 CFB TRIM - COLOR: TBD

7.5 SHEET METAL FLASHING - COLOR: RED KYNAR 500



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Exterior Elevations

Checker

Author

06.23.2016

1616


Hearth Development

A3





1/4" = 1'-0"4

East - Back

1/4" = 1'-0"3

South - Tenant 2

1/4" = 1'-0"1

West - Front Entry

1/4" = 1'-0"2

North - Drive-Up Window

Rev. No.

Revision

Date

GRID

MORTAR NET

MASONRY THRU WALL FLASHING VERTLEG EXTEND VERTICALLY 12" MIN HORZLEG TRIM 1/2" BACK FROM OUTSIDEFACE OF MASONRY

SS DRIP EDGE

MEMBRANE WATERPROOFING FLASHINGEXTEND UP WALL 6" AND DOWN ACROSSHORZ SURFACE OF BOND BEAM

WEATHER BARRIER OVERLAP ON THRUWALL FLASHING MIN 6" AND TAPE

WEEPS - ALTERNATE VENTED AND ROPEJOINT SELANT FOR AN

AIR-TIGHT SEAL

OVERLAP SLAB ANDWALL VAPOR BARRIER

8"

SEE STRUCTURAL FORANCHORS, TYPICAL

CONC SLABBY OTHERS

A2

4

1'-0

"9'

-0"

E7b

E7b

A510

8

A5

A5

9

E3

18

A411

Sim

ALUM BAND SUNSHADES ANDFLASHING BY SIGNAGECOMPANY

NOTCH OUT STONE FORALUM BAND

CONC LOWER AT DRIVE

CFB PANEL ON2X4 STUD FURRINGFOR 2" BUMP OUT

CFB PANEL ON2X4 FLAT STUD FURRINGFOR 2" BUMP OUT

3'-8

"2'

-10"

E7

A55

18

E3

DOWNSPOUT BEYOND

PREFINISHED METAL GUTTER & DOWNSPOUTWITH WELDED CONNECTIONS. PROVIDE KICKOUT

FLASHING TO DIVERT WATER FROM ENDS OFGUTTERS. SLOPE GUTTERS TO DOWN SPOUT

LOCATIONS. PROVIDE PREFINISHED METALAPRON UNDER GUTTER AND OVER CFB TRIM.

MEMBRANE ROOF SYSTEM OVERSLOPED, PREMANUFACTURED

ROOF PANELS

PAINTED HOLLOWMETAL DOOR &FRAME SET BACKBEHIND CFBSIDING & TRIM

THRESHOLDCOORDINATED w/TENANT FLOORFINISHES, TYP

A2

2

GRID

CMU SILL 4X8X16

5/4 5 1/2" CFB TRIM ON HORZ STRIPOF VENTED FURRING

Z FLASHING WITH SLOPEDHORIZONTAL FACE - TAPE VERTLEG BACK TO WEATHER BARRIER

8"

GROUT SOLIDJOINT SELANT FOR ANAIR-TIGHT SEAL


WEATHER BARRIER

PREFIN MTL FLASHING TAPE BACK TOWEATHER BARRIER

GRADE

CMU 4X8X16

MEMBRANE WATERPROOFFLASHING EXTAND UP BEHING PREFIN MTLAND DOWN ACROSS BOND BEAM


CONC SLABBY OTHERS

GRID

SIDING

MEMBRANE WATERPROOFINGFLASHING EXTEND UP WALL 12", DOWNAND ACROSS HORIZ SURFACE OF CMU

CONC WALK

WEATHER BARRIER

Z FLASHING W/ SLOPEDHORIONTAL FACE TAPE VERTLEG BACK TO WEATHER BARRIER

JOINT SELANT FOR ANAIR-TIGHT SEAL


5/4 5 1/2" CFB TRIM ON HORZSTRIP OF VENTED FURRING

CMU SILL 4X8X16

PREFIN MTL FLASHING TAPEBACK TO WEATHER BARRIER

8"

GROUT SOLID

GRID

CFB ON FURRING

TRIM ON FURRING

FLASHING BEHINDFURRINGSEE DETAIL FLASHINGDETAILS

BASE AT DRIVE UP WDWCFB PANEL ON FURRING

SOLID MASONRYUNITS, TYPICAL


CONC SLABBY OTHERS

GRID

MORTAR NET

MASONRY THRU WALL FLASHINGVERT LEG EXTEND VERTICALLY 12"MIN HORZ LEG TRIM 1/2" BACKFROM OUTSIDE FACE OF MASONRY

SS DRIP EDGE

MEMBRANE WATERPROOFING FLASHINGEXTEND UP WALL 6" AND DOWN ACROSSHORZ SURFACE OF BOND BEAM

GROUT VOID SOLID

CONC WALK

JOINT SELANT FOR ANAIR-TIGHT SEAL


WEATHER BARRIER OVERLAP ONTHRU WALL FLASHING MIN 6" ANDTAPE

WEEPS - ALTERNATE VENTED AND ROPE

8"


CONC SLABBY OTHERS

RIGID INSUL

CONCRETE STOOPSLOPE AWAY FROMBUILDING 1/4" / FOOT MIN.- SEE STRUCTURAL

ALUMINUM DOOR

DOOR THRESHOLD SIZECOORDINATED TO COVERCONC JOINT

VOID FORM WITH GRAVELBASE

CONCRETESLAB BY

OTHERS - SEESTRUCTURALFOR BASIS OF

DESIGN

COMPRESSIBLE FILLER

BACKER ROD

VENTED CAVITY, PROVIDE 1" GAP

IN SEALANT @ TOP & BOTTOM OF

THE JOINT

SEALANT

OUTSIDE

INSIDE

NOTE: JOINT TO BE CONTINUOUS FROMTOP TO BOTTOM OF MASONRY

1" AIR SPACE

VENEER ANCHORS

CMU VENEER

SILL

WEATHER BARRIER

WEATHER BARRIER

A4

5TYP.

4" 4"

BACKER ROD AND SEALANT ATEACH SIDE

PVC JOINT

AT OUTSIDE FACE OFEXTERIOR CMU FOUNDATIONWALLS APPLY 8" STRIP OFWATERPROOF MEMBRANE ATALL CJ'S

SPECIAL BLOCKS W/ END KEYGROUT & REBAR @ EACH SIDE OFJOINT VERIFY W/ STRUCTURAL

WATERPROOF MEMBRANE

Level 1100'-0"


117'-0"

Level -196'-0"


3'-0

"

1'-0

"8'

-0"

1'-11"

A5

8

11

A5

A2

4

E6

E7b

E3

16

A512

A4

8

ALUM BAND SUNSHADES ANDFLASHING BY SIGNAGE

COMPANY

NOTCH OUT STONE FORALUM BAND



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Wall Sections &Details

Checker

Author

06.23.2016

1616


Hearth Development

A4





1 1/2" = 1'-0"9

Foundation - Brick Base @ S.O.G.

3/4" = 1'-0"2

Drive-Thru Window 3/4" = 1'-0"

3Back Wall at Door

1 1/2" = 1'-0"10

CFB Base @ S.O.G. 1 1/2" = 1'-0"

11Siding Base @ Concrete Walkby

1 1/2" = 1'-0"8

Foundation - Brick Base @ Walk 1 1/2" = 1'-0"

12Door - Alum. Storefront Sill

3" = 1'-0"5

Exterior Wall - CMU CJ

1 1/2" = 1'-0"6

Exterior Wall - CMU Control Joint

1 1/2" = 1'-0"7

Exterior Wall - CMU CJ Below Grade

3/4" = 1'-0"4

Typical CMU / Stone Venner Wall at Window

Rev. No.

Revision

Date

SILL

SEALANT

WINDOW w/OUT NAILING FIN

MASONRY THRU WALL FLASHINGTAPE BACK TO SILL FLASHING

SHIM, BACKER ROD AND SEALANT

PREFINISHED METAL FLASHINGONE PIECE ATTACHED AT WALL,CLIP IN SECOND PIECE AND SEALHEMMED EDGE TO TOP OF SILL

SPLIT FACE CMU -SEE ELEVATIONSFOR COURSING

WEEPS

4" x 5" STONE SILL

WEATHER BARRIER EXTENDBEHIND THRU WALL FLASHING

FLASHING END DAMS

SS DRIP EDGE

SEALANT JOINT

BACKER ROD & SEALANT

SEALANT

GYP. BD. RETURN W/ CORNERBEAD SEALANT AT WINDOWFRAME

WINDOW W/OUT NAILING FIN

Z FLASHING W/ SLOPEDHORIZONTAL FACE - TAPEBACK TO WEATHER BARRIER

5/4 x 3 1/2" CFB TRIM

SIDING

SHIM

SEALANT

GYP BD RETURN

WINDOW

SILL BELOW

SHIM AND SEALANT

WEATHER BARRIERFIRST LAYER FOLD FLAPS INTOROUGH OPENINGSECOND LAYER ADHERE TO WDW FIN

ADHERED MANUFACTURED STONEVENEER SYSTEM

ALUMINUM WINDOWw/ SUB SILL

BACKER ROD AND SEALANT

SEALANT

SILL

5/4 3 1/2" CFB TRIM

PREFIN MTL FLASHING W/DRIP EDGE - TAPE BACKTO SILL FLASHING

SIDING

SIDING

SEALANT

5/4 3 1/2" CFB TRIM

BACKER ROD AND SEALANT

WINDOW W/OUT NAILING FIN

GYP. BD. RETURN W/ CORNERBEAD SEALANT AT WINDOWFRAME

SEALANT

ADHERED MANUFACTURED STONEVENEER SYSTEM

PREFIN MTL FLASHING TAPED BACKTO WALL W/ MEMBRANE FLASHING -HORZ LEG SET IN SEALANT

2 1/4" X 5" LIMESTONE SILL

SPLIT FACE CMU - SEEELEVATIONS FOR COURSING

CONTINUOUS WEATHER BARRIER

SEALANT JOINT


2 1/4" X 4" ROCKFACE LIMESTONE SILL

PREFIN MTL FLASHINGTAPE BACK TO WEATHER BARRIERHORZ HEMMED EDGE SET INSEALANT

ADHERED MANUFACTUREDSTONE VENEER

ADJUSTABLE WALL TIE IN VERT JOINT

SEALANT JOINT

Z FLASHING W/ SLOPEDHORIZONTAL FACETAPE BACK TO WEATHER BARRIERW/ MEMBRANE FLASHING

WEATHER BARRIER

SIDING

CFB SIDING

5/4 5 1/2" CFB TRIM

CFB PANEL SIDING

XTREME TRIM LOWPROFILE ALUMINUM

OUTSIDE CORNER

CFB PANEL SIDING

CFB PANEL

EXTRUDED ALUM TRIM J-MOLD


5/4" 5-1/2" CFB TRIM

SEALANT

SIDING

2X4 FURRING

XTREME TRIM LOWPROFILE ALUMINUMOUTSIDE CORNER

SEALANT AT CFB RETURN ANDADHERED STONEAND BETWEEN TRIM AND CMUBELOW

ADHERED STONE

ROCKFACE BELOW

7/16

"

BACKER ROD AND SEALANTADHERED STONE

ROCKFACE BELOW

CFB TRIM

CFB PANEL

3 1/2" CFB TRIM

SEALANT

3 1/2" CFB TRIM

SEALANT



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Details

Checker

Author

06.23.2016

1616


Hearth Development

A5





3" = 1'-0"12

Masonry Sill @ Aluminum Window

3" = 1'-0"10

CFB Panel Head @ Aluminum Window

3" = 1'-0"11

ACMV Jamb @ Vinyl Window

3" = 1'-0"9

CFB Panel Sill @ Aluminum Window

3" = 1'-0"8

CFB Panel Jamb @ Aluminum Window

3" = 1'-0"7

Siding Transition to CMU

3" = 1'-0"6

Siding Transition to Stone Veneer

3" = 1'-0"5

Siding Trim

3" = 1'-0"2

Exterior Wall Section @ CFB Corner

1 1/2" = 1'-0"1

Exterior Wall - CFB Bump Out at DriveThrough Wdw

1 1/2" = 1'-0"4

Exterior Wall - CFB Transition

3" = 1'-0"3

Exterior Wall - LP Siding @ Outside Corner

Rev. No.

Revision

Date

ALUM WINDOW SYSTEM

1 1/4"

SHIM AS REQ'D PER MANUFACTURER

LAP WEATHER BARRIER OVER MEMBRANEHEAD FLASHING (MIN 6") TAPEHORIZONTALLY AND AT 45 DEGREE CUTS*AT STEEL LINTEL LOCATIONS WEATHERBARRIER LAPS OVER THROUGH WALLFLASHING - SEE CLADDING DETAILS

9" FLEXIBLE MEMBRANE HEAD FLASHINGALIGN WITH INTERIOR EDGE OF SILL ANDUP FRONT FACE OF WALLEXTEND ACROSS HEAD AND DOWN JAMBSTO OVERLAP JAMB FLASHING BY 2" MIN

WEATHER BARRIER - CUT AT HEAD 45DEGREES EACH SIDE TO FLIP FLAP UPMIN 8"

COORDINATE DIMENSION WITH CLADDING

MEMBRANE JAMB FLASHINGEXTEND VERTICALLY 1" ABOVEWINDOW HEAD FLANGE ANDBELOW BOTTOM EDGE OF SILLFLASHING

ALUM WINDOW

WEATHER BARRIER - FOLDSIDE FLAPS INTO ROUGHOPENING AND SECURE TOINSIDE WALL

SHIM AS REQ'D PER MANUFACTURER

ALUM WDW WITH SUB SILL

SHIM PER WDW TYPEAND WDW MFR RECCOMENDATIONS

9" FLEXIBLE MEMBRANE SILL FLASHING ALIGNWITH INTERIOR EDGE OF SILL AND DOWN FRONTFACE OF WALLEXTEND ACROSS SILL AND UP JAMBS TOOVERLAP JAMB FLASHING BY 6" MIN EACH SIDE

WEATHER BARRIER

3'-0

"7'

-0"

13'-6"

1 3'-0

"7'

-0"

9'-4"

3

3'-0

"7'

-0"

7'-0"

62'-1

0"3'

-8"

4'-0"

510

'-0"

19'-10"

2

3

A63

A6

3

A6

3

A6

3

A6

4

A6

4

A6 4

A6

4

A6

4

A6

5

A6

5

A6

5

A6

5

A6

5

A6

3'-0"

SE

E S

CH

ED

2" 4'-5" 2" 4'-5" 2"

3'-0

"7'

-0"

8'-0"

4

3

A6

4

A6

5

A6

13'-2" 6" 2'-10"4'-4" 2" 4'-4" 2" 4'-4" 2"

2" SEE SCHED. 2"

2"

SE

E S

CH

ED

.

2" 4'-2" 2" 4'-2" 2" 4'-2" 2" 2" 2'-8" 2"

2"6'

-8"

2"

2"6'

-8"

2"

2"6'

-8"

2"

SE

E S

CH

ED

2" 4'-6" 2" 3'-0" 2"

3

A6

4

A6

2"6'

-8"

2"

2" 6'-8" 2"

7

GLT-2T GLT-2T GLT-2T GLT-2T GLT-2T GLT-2T GLT-2T GLT-2T GLT-2T

GLT-2

GLT-2

3'-0

"

10'-0

"

NOTE: ALUMINUM STORE FRONT DIMENSIONS ARENOMINAL. VERIFY ACTUAL ROUGH OPENING SIZESPROVIDED BY WALL PANEL MANUFACTURER.

SIM PREMANUFACTUREDDRIVE-UP WINDOW -READY ACCESS 275SERIES

GLT-2TGLT-2T GLT-2T

GLT-2

GLT-2T

SE

E S

CH

ED

.

SEE SCHED.

F P2

SE

E S

CH

ED

.

SEE SCHED.

1'-0

"

3'-0

"

DOOR MATERIAL ABBREVIATIONSWD1: SOLID CORE WOOD DOOR with PLASTIC LAMINATE - WILSONART7967K-12 PARK ELM VERTICAL WOOD GRAIN - VERIFY WITH TENANTHM0: HOLLOW METAL DOORHM1: INSULATED METAL DOORAL1: ALUMINUM DOOR WITH GLAZED PANELS

2" SEE SCHED. 2"

2"

SE

E S

CH

ED

.A

DOOR PANEL ELEVATIONS TYPICAL DOOR FRAME ELEVATION

DOOR GENERAL NOTES:1. HOLLOW METAL DOORS SHALL HAVE 2” HOLLOW METAL DOOR FRAMES. EXTERIOR H.M. DOORS SHALL BE 16 GUAGE MIN, GALVANIZED AND HAVE INSULATED FRAMES.

2. PAINT ALL HOLLOW METAL DOORS & FRAMES. EXTERIOR HM DOORS WILL GENERALLY REQUIRED TWO COLORS. EXTERIOR PAINT COLOR AS INDICATED ON PLANS / MATCH ADJACENT FINISH COLOR.

3. DOORS IN GYP BOARD WALL PARTITIONS SHALL HAVE GYP BOARD RETURNS WITH FINISHES AS SPECIFIED FOR ON INTERIOR PLANS

4. DOOR FRAMES AT INTERIOR WALLS SHALL HAVE THROAT DEPTHS EQUAL TO THE DEPTH OF THE ASSOCIATED PARTITION. FIELD VERIFY PARTITION DEPTHS, TYPICAL.

GLT-2T

TYPICAL GLAZING TYPESGLT-1 - SINGLE PANE, NON IMPACT INTERIOR GLAZINGGLT-1T - SINGLE PANE, TEMPERED INTERIOR GLAZINGGLT-2 - DOUBLE PANE, NON IMPACT EXTERIOR GLAZINGGLT-2T - INSULATED, TEMPERED EXTERIOR GLAZING

Hardware Set #2

(Aluminum Entrance Doors - Grade 1 Hardware by Aluminum Door Supplier except as noted)1 Double Rim Cylinder (IC)

Hardware Set #11(Single Leaf, Exterior HM Door)1 ½ Pair of Hinges Hager BB1191-NRP (for doors up to 36” wide),

Hager BB1199-NRP (for doors over 36” wide)1 Mortised Lockset Schlage LV9480 (with lock guard)1 Closer w/ Stop Falcon SC71DS1 Kick Plate Hager 194S 12” x 1” less than door width (unless noted otherwise)1 Threshold Hager 431S x width of door opening (verify - half saddle to coordinate with quarry tile)1 Door Bottom Hager 779S x Neoprene (width of door)1 Set Weather Strip Hager 891SD x full perimeter of opening1 Rain Drip Hager 810SD x width of door plus 4”1 Viewer Ives U696

Hardware Set #42

(Single Leaf Wood Door (Not Rated) - Single Occupant Restroom)1 ½ Pair of Hinges Hager BB1279 4 ½”x 4 ½”1 Privacy Lockset AL40S x SAT x 11-068 x L.S.1 Dead Bolt (Occ. Ind.) Schlage B500 Series Thumb-turn with Occupied Indicator B5711 Closer Falcon SC711 Wall Stop Hager 236W1 Kick Plate Hager 194S 10” x 2” less than width of door

HARDWARE GROUPS

SHIM, BACKER ROD AND SEALANT

SEALANT

DOOR & FRAME ASSCHEDULED - (PAINT).EXTERIOR HM FRAMES TO BEGALVANIZED WITH BATTINSULATION INFILL, TYPICAL

INTERIOR FINISHRETURNS - BY TENANT

DOOR & FRAME ASSCHEDULED (PAINTED, TYP)

Z FLASHING W/ SLOPEDHORIZONTAL FACE - TAPEBACK TO WEATHER BARRIER

5/4" x 3 1/2" CFB TRIM

SIDING

5/4"x 3 1/2" CFB TRIM



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Windows andDoors

Checker

Author

06.23.2016

1616


Hearth Development

A6





6" = 1'-0"3

Window - Flashing @ Head without nailing fin

6" = 1'-0"4

Window - Flashing @ Jamb without nailing fin

6" = 1'-0"5

Window - Flashing @ Sill without nailing fin

1/4" = 1'-0"1

Aluminum Storefront Elevations

1/4" = 1'-0"2

Door & Frame Types

Door Schedule1

Mark Room Name

Door

FrameType

FrameMaterial Hardware CommentsWidth Height Operation

Panel :Matl. Label

Level 1

100 Dining - Tenant 1 3'-0" 7'-0" Swing P2 : AL1 - Alum Alum 2 Double Rim Cylinder

101 Tenant 1 - Back 4'-0" 7'-0" Swing F : HM1 - A HM 11 34” High, SS .125 GASS Armor Plate

102 Men's Toilet Room 3'-0" 7'-0" Swing F : WD1 - A HM 42 10" SS Kick Plate ea.side

103 Women's Toilet Room 3'-0" 7'-0" Swing F : WD1 - A HM 42 10" SS Kick Plate ea.side

200 Tenant 2 3'-0" 7'-0" Swing P2 : AL1 - Alum Alum 2 Double Rim Cylinder

200A Dining - Tenant 2 3'-0" 7'-0" Swing P2 : AL1 - Alum Alum 2 Double Rim Cylinder

201 Tenant 2 - Back 3'-0" 7'-0" Swing F : HM1 - A HM 11 Paint door and frame

202 Men's Toilet Room 3'-0" 7'-0" Swing F : WD1 - A HM 42 Signage

203 Women's Toilet Room 3'-0" 7'-0" Swing F : WD1 - A HM 42 Signage

1 1/2" = 1'-0"6

Door - Hollow Mtl Head/Jamb @ Siding

GLT-2T

Rev. No.

Revision

Date

Level 1100'-0"


5'-6

"

2'-1

0"

3'-4

"SD ONMIRROR

WT-2 COVE BASE

WT-2

WDS-2

FILLERBEHINDMIRROR

GB118" VERT GRAB BAR

3'-3

" M

IN

3'-5

" MA

X

GB2 42" HORIZ. RAB BAR

GB336" HORIZ GRAB BAR

2'-9

" MIN

3'-0

" MA

X

3'-4"1'-0"

LOCATION OF REINFORCEMENT FORGRAB BARS SHOWN HATCHED

2'-0" L

2'-9

" M

IN

3'-0

" MA

X



PTDRECESSED ROLLPAPER TOWELDISPENSER ANDWASTECOMBINATIONUNIT

SDSOAP DISPENSER

3'-8

"

3'-8

"

8"

1'-3

"

1'-6

"

TPHTOILET PAPER HOLDER

TO C

L O

F S

IGN

5'-0

"

9"

TOILET RMSIGNAGE

2'-2

"

MA

X T

O H

AN

DLE

- S

IDE

AP

PR

OA

CH

4'-6

"

DCSVERTICAL DIAPER CHANGINGSTATION

MA

X W

HE

N O

PE

N

2'-1

0"

1'-6

"

WITHINTHISSPACE

2

A4

3

A4

1

2

A B

PAINTED GYPBD CLG AT8'-0" AFF BYOTHERS




1'-3 1/2"5'-2 1/4"

FUTURESOFFIT BYTENANT

PAINT EXPOSED TRUSSES &ROOF STRUCTURE. PROVIDEPAINT INFORMATION TOTENANT TO TOUCH UP ADDEDCONDUIT & WIRING

VFY EXACT LAYOUTW/ TENENT4

A4

2

A2

PROVIDE TEMPORARY LIGHTING UNTILTENANT FITOUT LIGHTING IS PROVIDED

PROVIDE TEMPORARY LIGHTING UNTILTENANT FITOUT LIGHTING IS PROVIDED

FUTURE CEILINGSYSTEM BY TENANT

FUTURE CEILINGSYSTEM BY TENANT

(VERIFY HEIGHT OFPROPOSED COOLER /FREEZER IS ABOVEPROPOSED CEILINGHEIGHT)

PAINT EXPOSED TRUSSES &ROOF STRUCTURE. PROVIDEPAINT INFORMATION TOTENANT TO TOUCH UP ADDEDCONDUIT & WIRING

CFB SOFFIT WITH RECESSEDLIGHTS. VERIFY QUANTITY &LOCATIONS WITH OWNER /TENANT & DESIGN-BUILDELECTRICAL

CFB SOFFIT WITH RECESSEDLIGHTS. VERIFY QUANTITY &

LOCATIONS WITH OWNER /TENANT & DESIGN-BUILD

ELECTRICAL

OMIT RECESSED SOFFIT LIGHTS ATTENANT SIGNAGE. VERIFY EXTENT

OMIT RECESSED SOFFIT LIGHTS ATTENANT SIGNAGE. VERIFY EXTENT

RESTROOM

GRADE 2 BRAILLEAREA EGGSHELL MATTE, NON-GLARE, 70% CONTRASTMIN ILLUM 30-70 FT CANDLES (INT)LETTERS 1" UPPERCASE AT OR BELOW 66"ABOVE 66" 3" UC

SIGNAGE ON LATCH SIDE OF DOOROR ADJACENT WALL



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RCP & InteriorElevations

Checker

Author

06.23.2016

1616


Hearth Development

A7





1/4" = 1'-0"1

Elevation 5 - a

1/2" = 1'-0"2

Accessible Mounting Height Requirements

1/4" = 1'-0"3

Level 1

Room Finish Schedule

Number NameFloorFinish

BaseFinish

Wall Finish

Ceiling Finish CommentsNorth Wall East Wall South Wall West Wall

Level 1

100 Future Seating Area FL-BIA RWB-1 PAINT EXPOSED CONCRETE READY FOR POLISHING BY TENANT

101 Future Kitchen QUARRY TILE FLOOR AND FRP WALLS BY TENANT

102 Men's FL-2 WT-2 PT-2 / WT-2 PT-2 / WT-2 PT-2 / WT-2 PT-2 / WT-2 PAINT WAINSCOT TILE PER INTERIOR ELEVATION

103 Women's FL-2 WT-2 PT-2 / WT-2 PT-2 / WT-2 PT-2 / WT-2 PT-2 / WT-2 PAINT WAINSCOT TILE PER INTERIOR ELEVATION

104 Future Cooler/Freezer

200 Dining FL-BIA RWB-1 PAINT EXPOSED CONCRETE READY FOR POLISHING BY TENANT

201 Kitchen QUARRY TILE FLOOR AND FRP WALLS BY TENANT

202 Men's FL-X WT-X PT-X / WT-X PT-X / WT-X PT-X / WT-X PT-X / WT-X PAINT SIMILAR TO TENANT 1

203 Women's FL-X WT-X PT-X / WT-X PT-X / WT-X PT-X / WT-X PT-X / WT-X PAINT SIMILAR TO TENANT 1

1" = 1'-0"5

Toilet Room Signage-Restroom

FL-BIA STAINED CONCRETE

FL-2 CROSSVILLE CERAMICS ECOCYCLE AMERICANA AV114 GRANDCANYON 12" x 12" x 5/6" COVE: 6" x 12" GROUT: MAPEI CHARCOAL

WT-2 CROSSVILLE CERAMICS ECOCYCLE AMERICANA AV114 GRANDCANYON 12" x 12" x 5/16" COVE: 6" x 12" GROUT: MAPEI CHARCOAL

RWB-1 JOHSONITE 1/8" CB-40 BLACK 4" H

** VERIFY ALL COLORS WITH ARCHITECT AND TENANT

ROOM FINISH SCHEDULE MATERIALS

N

Rev. No.

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Date