fivestar store #4440 newcomb oil co., llc. · 2020-04-15 · m2.01 floor plan m3.01 mechanical...

ARCHITECT:

KEYES ARCHITECTS AND ASSOCIATES

3005 TAYLOR BOULEVARD

LOUISVILLE, KENTUCKY 40208

PH: (502) 636-5113

CONTACT:

ARCHITECT: CHARLES J. KEYES III

EMAIL:

HAROLD COX, PROJECT MANAGER

[email protected]

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PROJECT INFORMATION

APPLICABLE BUILDING CODES

BUILDING CODE IBC 2015 / KBC 2018

ACCESSIBILITY CODE ADA 2010 / ANSI 2009

ENERGY CODE IECC 2012

USE AND OCCUPANCY: M - MERCANTILE

CONSTRUCTION TYPE: V-B

BUILDING INFORMATION

-

-

BUILDING:

5,000 s.f.

TOTAL BUILDING SIZE:

5,000 s.f.

FIRE SUPPRESSION: NONE

OCCUPANCY ALLOWANCE

FUNCTION OF SPACE ALLOWANCE AREA OCCUPANCY

MERCANTILE 60 GROSS

5,000 83

TOTAL OCCUPANCY ALLOWANCE: 83

REVISIONS:

00-00-00

1

NOTE

SYMBOL

NEWCOMB OIL CO., LLC.

978 S. COLLEGE ST.

HARRODSBURG, KENTUCKY 40330

FiveStar Store #4440

GENERAL CONTRACTOR:

BCD, INC.

1962 FILIATREAU LANE

BARDSTOWN, KENTUCKY 40004

PH: (502) 348-2305

WEB: www.bcdinc.com

EMAIL:

Sheet List Table

Sheet Number Sheet Title

T1.01 Title Sheet

Foundation Plans & Details

F1.01 Foundation Plan

F2.01 Foundation Details

Structural

S1.01 General Notes

S1.02 Structural Details

S1.03 Structural Details

S1.04 Low Roof Plan

S1.05 Structural Misc. Details

S1.06 Structural Sections & Details



Floor Plans

A1.01 Floor Plan

A1.02 Dimension Floor Plan

A1.03

Equipment & Casework Plan

A1.04 Finish Plan

A1.05

Reflected Ceiling Plan

A1.06 Roof Plan

Exterior Elevations

A2.01 Exterior Elevations

A2.02 Exterior Elevations

A2.03 Interior Elevations




Schedules and Standards

A3.03 Schedules

A3.04 Schedules

Details & Sections

A5.01

Building Sections

A5.03 Wall Sections & Details






Mechanical

M1.01

Mechanical Legend &

Schedules

M2.01 Floor Plan

M3.01

Mechanical Sections and

Details

Electrical

E1.00

Electrical Legend & Details

E2.00

Electrical Lighting

E3.00

Electrical Power & Systems

E4.00

Electrical Riser Diagram

E5.00 Electrical Schedules

Plumbing

P1.01

Plumbing Legend & Details

P2.01

Floor Plan - Sanitary, Waste &

Vent

P2.02 Floor Plan - Water & Gas

Specifications

SP1.01

Specifications

SP1.02

Specifications

SP1.03

Specifications

SP1.04

Specifications

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OWNER

NEWCOMB OIL COMPANY, LLC.

951 WITHROW CT.

BARDSTOWN, KENTUCKY 40004

PH: (502)-348-3961

CONSULTING ENGINEER

RICHARD BARRIOS

10202 WORTHINGTON LANE

PROSPECT, KENTUCKY 40059

PH: (502)-873-5741

RICHARD BARRIOS

EMAIL: [email protected]

MEP ENGINEERS

CMTA Engineering Consultants

10411 MEETING STREET

PROSPECT, KENTUCKY 40059

PH: (502)-326-3085

WEB: cmtaengrs.com

EMAIL:

SLAB BLOCK OUT FOR

EQUIPMENT. SEE ARCH & MECH.

4'-0"

16'-1"

4" SLAB ON GRADE W/ 6x6 W1.4xW1.4 WWF

OVER 6 MIL POLY VAPOR BARRIER OVER

4" COMPACTED #57 STONE AS REQUESTED BY OWNER

T.O. SLAB 99'-7 1/4"

12

'-9

3

/8

"

SEE SHEET SX.XX

FOR DUCT PENETRATION DETAILS.

SEE ARCH. FOR LOCATION

32

'-0

"

46

'-8

"

2'-4"1'-2"

2'-2

"2

'-2

"

4'-0

"

4'-0

"

18'-8"21'-6"21'-2"20'-8"

1'-2"

4'-1

0 1

/8

"

65

'-4

"

13

'-1

1 1

/2

"3

'-5

"

1

1

3

5

1'-0"

4

'

-

0

"

PROVIDE BLOCK OUTS IN ICF

FOR RECESSED HAND DRYERS. SEE ARCH

DRAWINGS FOR ADDITIONAL INFORMATION

PROVIDE (2) #4 MIN DOOR

DEPTH OF SLAB AT DOOR

OPENINGS (TYPICAL).

LINE INDICATES EDGE OF

1" RIGID INSULATION

PROVIDE 1" RIGID INSUL. BELOW

THE SLAB UNDER COOLER UNITS

SEE ARCH.

PROVIDE (2) #4x48" @

ALL SLAB REENTRANT

CORNERS (TYPICAL)

HATCH INDICATES SLAB

ELEVATION CHANGE. SEE

ARCH & MECH. FOR DIMENSIONS

6" SLAB WITH #5 BAR AT 18" ON CENTER EACH WAY

T.O. SLAB 100'-0" SEE TYPICAL

DETAILS FOR VAPOR BARRIER

AND STONE BASE.

4" SLAB ON GRADE W/

6x6 W1.4xW1.4 WWF

T.O. SLAB 100'-0" SEE TYPICAL


AND STONE BASE.

PROVIDE 3/8"

DEEP RECESS

IN SLAB FOR

WALK OFF MAT

5'-0"x5'-0"x1'-0" THICK

FOOTING W/ (8) #5

EA. WAY, BOTTOM ONLY

COL. HSS 4x4x3/8"

SEE TYP. DETAILS FOR

BASE PLATE

PROVIDE SLAB

RECESS AT RAISED

SLAB AT

STOREFRONT.

PROVIDE 1" RIGID INSUL. BELOW

THE SLAB UNDER COOLER UNITS

SEE ARCH.

01

/F

2.0

1

04

/F

2.0

1

02

/F

2.0

1

04

/F

2.0

1

03

/F

2.0

1

0

5

/

F

2

.

0

1

05/F2.01

05

/F

2.0

1

09/F2.01

03/F2.01

02/F2.01

01/F2.01

08/F2.01

08/F2.01

07

/F

2.0

1

01

/F

2.0

1

01

/F

2.0

1

03/F2.01

01/F2.01

SLAB BLOCK OUT

FOR SINK

HATCHED LINE INDICATES

LOAD BEARING WALL

6" SLAB WITH #5 BAR AT 18" ON CENTER EACH WAY

T.O. SLAB 100'-3 1/2" SEE TYPICAL


AND STONE BASE.

HATCHED LINE INDICATES

LOAD BEARING WALL

18'-8"

65'-4"

13'-4"

1'-4

"

57'-11"

78'-0"

9'-9 7/16"

8'-9 11/16"

20'-8 5/8"

17'-4 5/8" 18'-0 5/8"

4'-5 1/2" 30'-3 1/2"

8'-0 1/2"

9'-0 1/4"

9'-2 1/2"

14'-2"

39'-4 5/16"

PROVIDE (2)#4 MID

DEPTH OF SLAB AT

DOOR OPENINGS

(TYP.)

1

6

'

-

8

3

/

1

6

"

1'-6 11/16"

1'-6

1

1/1

6"

1

0

1

1

/

1

6

"

3'-1

1"

R.O

.

13

'-1

1

/2

"

SLOPED RAMP

100'-3-1/2"

100'-0"

02/F1.01

02/F1.01

02/F1.01

STD 180°

HOOK

ICF

#4 TIES AT 12" ON

CENTER

(7) #6'S WITH

STD HOOK INTO

FOOTING

EQ

.E

Q.

NOTE: GENERAL CONTRACTOR RESPONSIBLE FOR

COORDINATION OF ALL SUB TRADES AND

REQUIREMENTS BY OWNER

NOTE: ELECTRICAL, HVAC AND PLUMBING TO BE

RELOCATED PER FEDERAL, STATE AND LOCAL CODES.

GENERAL CONTRACTOR TO COORDINATE.

PROJECT NO:

DRAWN BY:

DATE:

19-3078

----

Keyes Architects and Associates expressly reserve its common law copyright and

other property rights in these documents. These documents are considered

proprietary information and shall not be upgraded, changed or copied in any form or

matter whatsoever nor are they to be assigned to any third party without first

obtaining the express written permission and consent of Keyes Architects and

Associates, 3005 Taylor Boulevard, Louisville, Kentucky 40208

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FOUNDATION PLAN

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SCALE:

FOUNDATION PLAN

011/4" = 1'-0"

SCALE:

DETAIL

021" = 1'-0"

#5 @ 16" O.C.

BRICK SEE ARCH.

#5 @ 16" O.C.

#4 @ 24" O.C.

1'-0

"

3" C

LR

.

2'-6"

3'-3

1

/2

" @

S

EC

T. 1

A

3'-0

" @

S

EC

T. 1

6"

2'-0"

(3) #5 CONT.

#4 @ 18" O.C. TOP & BTM.

#5 DOWELS @ 16" O.C.

1'-6" (TYP.)

6"

(6) #5

STORE FRONT OR DOOR SEE ARCH.

#4 @ 24" O.C.

#5 CONT.

2'-0"

6"

3'-0

"

5'-0" SQ.

3"

1 1/2" CLR.

3" C

LR

.

6"

7"

(6) #6 VERTICALS W/

STD HOOK INTO FOOTER

18"x18" PIER

(4) #4 TIES

HSS 4x4 COL.

2" FOAM INSUL. PER

DETAIL 03/A5.03

⅊3/4"x10x10"

(4) 3/4"Ø A.B. W/ 8"

EMBEDMENT

1'-0

"

6" SLAB W/ #5 @ 18" O.C. EA. WAY


#5 @ 16" O.C.

#4 @ 24" O.C.

8"

(2) #5 x CONT.

6"

3'-0

"

3" C

LR

.

2'-6"

1'-0

"

6"

#5 x CONT.

(3) #5 x CONT.

TOP & BOTTOM

#4 @ 12" O.C.

TOP & BOTTOM

2" FOAM INSUL. PER

DETAIL 03/A5.03


#4 @ 24" O.C.

3"

2'-6"

6"

3'-0

"

4'-0"

(2) #5 x CONT.

#5 @ 16" O.C.

#5 x CONT.

8"

1'-0

"

FACE OF TURN DOWN

COINCIDES W/ FACE OF ICF

BEYOND

2" FOAM INSUL. PER

DETAIL 03/A5.03

6" S

LA

B

6" S

LA

B

8"

3 1

/2

"

#5 @ 24" O.C.@

SLAB MID POINT

2'-0" 2'-0"

6" S

LA

B

2'-0

"

3" C

LR

.

8"

VE

RIF

Y W

/ S

IN

K M

AN

UF

.

VERIFY W/ SINK MANUF.

2"

4 1/2"

(3) #4 x CONT (TYP.)

(3) #4 x CONT (TYP.)

6"

2'-6"

8"

3'-3

1

/2

"

2'-0"

1'-0

"

2'-0"

4 3

/4

"

6"

8"

#4 CONT.

OPTIONAL CONST. JOINT

#4 @ 18" O.C. W/ 3 1/2"

EMBED INTO FOOTING

USING HY200 EPOXY

#5 @ 16" O.C.

#5 @ 16" O.C.

#5 x CONT. TOP & BTM.

#4 @ 18" O.C. TOP & BTM.

COOLER / FREEZER WALL

28

" L

AP

S

PL

IC

E


1'-0"

4 3

/4

"

6"

8"

3'-0

"

(2) #5 X CONT.

2'-0"

OPTIONAL CONST. JOINT

#4 CONT.

#4 @ 18" O.C.

#5 x CONT.

COOLER / FREEZER WALL

6" SLAB W/ #5 @ 18" O.C. EA. WAY

3"

(3) #5 CONT

#4 @ 18" O.C.

6" SLAB W/ #5 @ 18" O.C. EA. WAY

6" SLAB W/ #5 @

18" O.C. EA. WAY


#5 @ 16" O.C.

#4 @ 24" O.C.

11

1

/2

"

(2) #5 x CONT.

6"

3'-0

"

3" C

LR

.

2'-6"

1'-0

"

6"

#5 x CONT.

(3) #5 x CONT.

TOP & BOTTOM

#4 @ 12" O.C.

TOP & BOTTOM

2" FOAM INSUL. PER

DETAIL 03/A5.03

6" SLAB W/ #5 @ 18" O.C. EA. WAY

3 1

/2

"

7 1/2"

2'-0

" @

S

EC

T. 1

2-3

1

/2

" @

S

EC

T. 1

A

T/ SLAB AT RAISED FLOOR

103'-3 1/2"


103'-3 1/2"

T/ SLAB AT SALES FLOOR

100'-0"


103'-3 1/2"

3'-3

1

/2

"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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FOUNDATION DETAILS

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SCALE:

SECTION

01/01A 3/4" = 1'-0" SCALE:

SECTION

023/4" = 1'-0" SCALE:

SECTION

033/4" = 1'-0"

SCALE:

SECTION

043/4" = 1'-0" SCALE:

SECTION

053/4" = 1'-0" SCALE:

SECTION

063/4" = 1'-0"

SCALE:

SECTION

073/4" = 1'-0" SCALE:

SECTION

083/4" = 1'-0"

SCALE:

SECTION

093/4" = 1'-0"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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S1.01

GENERAL NOTES

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GENERAL NOTES:BUILDING CODE, 2018 KENTUCKY BUILDING CODE (2015 IBC).

1. MINIMUM DESIGN LIVE LOADS:

MINIMUM ROOF LIVE LOAD: 20 PSF

SLAB ON GRADE: 100 PSF

2. SNOW LOADS:

GROUND SNOW LOAD: 15 PSF

FLAT ROOF SNOW LOAD: 15.5 PSF

EXPOSURE FACTOR: 1.0

THERMAL FACTOR: 1.0

IMPORTANCE FACTOR: 1.0

3. WIND LOADS:

BASIC WIND SPEED: 115 MPH

UPLIFT INFORMATION:BECAUSE OF THE MATERIALS, STRUCTURE AND COVERINGS AND THE LOCAL LOW WIND SPEED THE ENGINEER (RICHARD BARRIOS, LOUISVILLE KY)IS SAYING THAT THE UP-LIFT IS A NET OF (0) OR BETTER.

WIND DIRECTIONALITY FACTOR: 0.85

EXPOSURE: C

TOPOGRAPHIC FACTOR INCLUDED: N

INTERNAL PRESSURE COEFFICIENT: ±0.18

GUST EFFECT FACTOR: 0.85

COMPONENTS AND CLADDING LOAD:

ROOF: 43 PSF

WALLS: 37 PSF

4. SEISMIC:

KENTUCKY COUNTY: LINCOLN COUNTY

SPECTRAL RESPONSE ACCELERATION

COEFFICIENT, SS.: 0.254g

SPECTRAL RESPONSE ACCELERATION

COEFFICIENT, S1.: 0.132g

SEISMIC RISK GROUP: II

IMPORTANCE FACTOR, IE.: 1.0

SITE CLASS: D

SPECTRAL RESPONSE COEFFICIENT, Sds: 0.27g

SPECTRAL RESPONSE COEFFICIENT, Sd1: 0.205g

ANALYSIS PROCEDURE: ELFP

BASIC SEISMIC FORCE RESISTING SYSTEM SPECIAL REINFORCED CAST

IN PLACE CONCRETE SHEAR

WALLS.

RESPONSE MODIFICATION COEFFICIENT, R: 5

SEISMIC BASE SHEAR: 12.10k(ASD)

SEISMIC BASE SHEAR COEFFICIENT, CS: 0.05

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL,

STRUCTURAL, MECHANICAL AND ELECTRICAL DETAILS AND DIMENSIONS. ANY

DISCREPANCY BETWEEN SUCH DETAILS AND DIMENSIONS AS MAY OCCUR SHALL

BE REPORTED TO THE ARCHITECT FOR CLARIFICATION BEFORE WORK PROCEEDS.

FOUNDATION DESIGN:

1. ALLOWABLE SOIL BEARING CAPACITY:

FOOTINGS: 2,000 PSF

2. ALLOWABLE SOIL BEARING PRESSURES AND SEISMIC SOIL CLASSIFICATION NOTED ABOVE ARE ASSUMED AND SHALL BE VERIFIED PRIOR TOCONSTRUCTION. FOOTINGS TO BEAR ON UNDISTURBED SOIL OR ON ENGINEERED FILL.

CONCRETE GENERAL:

1. ALL STRUCTURAL CONCRETE (INCLUDING SLABS ON GRADE, FOUNDATIONS, FOUNDATION WALLS, ICF WALLS, ETC.) SHALL BE NORMAL WEIGHTAND SHALL HAVE A 28 DAY COMPRESSIVE STR5ENGTH OF 4,000 PSI.

2. MATERIAL PROPERTIES - REINFORCING AND CONNECTION STEEL:

Fy(psi) ASTM

ALL BARS, U.N. 60,000 A615

WELDED WIRE REINFORCEMENT 65,000 A185

WELDING FOR STEEL REINF. BARS AWS D1.4

DEFORMED ANCHOR BARS 70,000 A496

*PREHEAT PER AWS D1.4

3. LAP LENGTHS OF BAR SPLICES SHALL BE AS FOLLOWS:

#3 = 16”, #4 = 24”, #5 = 36”, #6 = 48”. LAP SPLICES WHICH HAVE DIFFERENT BAR SIZES SHALL BE THE LAP LENGTH OF THE LARGER BAR.

4. DETAILING, FABRICATION AND PLACING OF REINFORCING SHALL CONFORM TO APPLICABLE PROVISIONS OF ACI 315 AND ACI 318.

5. SLABS, FOOTINGS SHALL HAVE NO HORIZONTAL JOINTS. ANY STOP IN CONCRETE WORK MUST BE MADE NEAR CENTER OF SPAN, OR ASINDICATED ON THE DRAWINGS, WITH VERTICAL KEYED BULKHEADS. ALL REINFORCEMENT SHALL CONTINUE THRU JOINTS.

6. BEFORE PLACING CONCRETE, THE CONTRACTOR SHALL NOTIFY ALL SUB-CONTRACTORS TO BE SURE ALL SLEEVES, CONDUIT, CHASES, EMBEDS,EQUIPMENT ANCHOR BOLTS, ETC., ARE PROPERLY INSTALLED.

7. ATTENTION IS CALLED TO THE FACT THAT ANY CONCRETE THAT WILL BE EXPOSED MUST HAVE SPECIAL CARE TAKEN TO PREVENT EXPOSURE OFTHE TIE WIRE OR OTHER MATERIAL THAT MAY CAUSE STAINING. PROPER CONCRETE COVER ON ALL REINFORCING STEEL MUST BE MAINTAINED.

8. ANCHOR BOLTS FOR ALL COLUMNS AND EQUIPMENT SHALL BE SET BY TEMPLATE AND SHALL BE WIRED IN PLACE.

CONCRETE PRODUCTS:

1. PORTLAND CEMENT TYPE 1, ASTM C150.

2. FLYASH ASTM C618, TYPE “C” OR TYPE “F”, IF USED, QUANTITY SHALL NOT BE LESS THAN15% NOR MORE THAN 25% BY WEIGHT OF TOTALCEMENTITIOUS MATERIALS.

3. AIR ENTRAPMENT ADMIXTURE, ASTMC260.

4. WATER REDUCING ADMIXTURE. ASTM C494, TYPE “A”.

5. HIGH RANGE WATER REDUCING ADMIXTURE, ASTM C494, TYPE “F” OR TYPE “G”.

6. WATER REDUCING NON-CORROSIVE, NON-CHLORIDE ACCELERATOR ADMIXTURE, ASTM C494 TYPE “C” OR TYPE “E”.

7. WATER REDUCING, RETARDING ADMIXTURE, ASTM C494 TYPE “D”.

8. PROHIBITED ADMIXTURES ARE ANY THAT CONTAIN CALCIUM CHLORIDE, THIOCYANATES OR MORE THAN 0.05% CHLORIDE IONS.

CONCRETE MIX DESIGNS:

1. MAXIMUM W/C RATIO - 0.45

2. MINIMUM CEMENTITIOUS MATERIALS CONTENT, LB/CY BASED ON MAXIMUM AGGREGATE SIZE:

1.5 INCHES 470 LB/CY

1.0 520

0.75 540

0.375 610

3. AIR ENTRAPMENT 5% ± 1% FOR EXTERIOR CONCRETE EXPOSED TO FREEZING.

4. SLUMP AT POINT OF DISCHARGE: 4” ±1” (7” MAX SLUMP WITH WATER REDUCING ADMIXTURE).

5. DO NOT ADD WATER O CONCRETE DURING DELIVERY. WATER MAY BE ADDED ON SITE ONLY IF A TICKET WITH THE WATER UNDER RUN NOTEDIS PROVIDED. WATER ADDED MUST NOT EXCEED THE AMOUNT OF WATER NOTED ON THE TICKET. CONCRETE MUST STILL MEETSPECIFICATIONS AFTER THE WATER IS ADDED. CONCRETE ADMIXTURES OF ANY KIND SHALL NOT BE ADDED ON SITE O0R DURING DELIVERY.

CONCRETE PLACEMENT:

1. BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORK INSTALLATION. VERIFY REINFORCING STEEL PLACEMENT, SIZES, SPLICESAND EMBEDS TO BE CAST IN.

2. COMPLY WITH ACI 304R “RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE”.

3. DEPOSIT AND CONSOLIDATE CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 18” AND IN A MANNER TO PREVENT INCLINEDCONSTR4UCTION JOINTS.

4. DEPOSIT AND CONSOLIDATE SLABS IN A CONTINUOUS OPERATION WITHIN LIMITS OF CONSTRUCTION JOINTS UNTIL PLACEMENT OF PANEL ORSECTION IS COMPLETED.

5. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED STRENGTH WHICH COULD BE CAUSED BY FROST, FREEZING ACTIONS OR LOWTEMPERATURES IN COMPLIANCE ACI 306R.

6. WHEN HOT WEATHER CONDITIONS EXIST THAT WOULD IMPAIR QUALITY AND STRENGTH OF CONCRETE, PLACE CONCRETE IN COMPLIANCEWITH ACI 305R. CONCRETE AT TIME OF PLACEMENT SHALL BE LESS THAN90 DEF “F” AND SHALL BE MAINTAINED SO THAT THE TEMPERATUREDOES NOT EXCEED 90 DEF “F”.

7. CONSOLIDATE CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING OR RODDING OR TAMPING. DO NOTUSE VIBRATORS INSIDE FORMS. DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET.

FINISH OF HORIZONTAL CONCRETE SURFACES:

1. EXTERIOR SLABS UNDER CANOPY SHALL RECEIVE A FINE BROOM FINISH. APPLY A TROWEL FINISH, STOPPING AFTER A SECOND TROWELING,AND WHEN CONCRETE IS STILL PLASTIC, SLIGHTLY SCARIFY SURFACEWITH FINE BROOM.

2. INTERIOR SLABS SHALL RECEIVE A TROWEL FINISH, APPLY HARD TROWEL FINISH TO SLAB ON GRADE.

3. WATER SHALL NOT BE APPLIED TO HORIZONTAL SURFACES TO RETEMPER PRIOR TO FINISHING.

4. DRY CEMENT SHALL NOT BE ADDED TO HORIZONTAL SURFACES TO STIFFEN SURFACE PRIOR TO FINISH.

5. CONTROL JOINTS FOR SIDEWALKS HAL BE PROVIDED BY SAW CUTTING TO A MINIMUM DEPTH OF 1/4” x SLAB THICKNESS. ELIMINATE TOOLMARKS ON CONCRETE SURFACES.

CONCRETE CURING AND PROTECTION:

1. PROTECT CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.

2. START INITIAL CURING IMMEDIATELY AFTER FINAL FINISHING IS COMPLETE. CURE CONCRETE WITH KURE N HARDEN BY SONNERBORNE.

QUALITY CONTROL TESTING OF CONCRETE DURING CONSTRUCTION:

1. THE OWNER MAY RETAIN A TESTING LABORATORY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS. THE CONTRACTOR SHALL ALLOWTESTING AGENCY ACCESS TO ALL MATERIALS AND SHALL ASSIST IN OBTAINING SAMPLES.

2. TESTING AGENCY HAS THE AUTHORITY TO REJECT A LOAD OF CONCRETE THAT DOES NOT MEET SPECIFICATIONS. REJECTED CONCRETE SHALL BEREPLACED AT NO COST TO THE OWNER.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL HAS BEEN DESIGNED AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THESTRUCTURAL STEEL BUILDINGS 13TH ADDITION.

2. ALL MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: LATEST EDITIONS OF THE BUILDING CODE 2012 of TENNESSEE SHALL BEAPPLY:

STRUCTURAL WIDE FLANGE SHAPES

INCLUDING COLUMNS, BEAMS, ETC. ASTM A992

STRUCTURAL ANGLES, CHANNELS,

PLATE & MISC. ITEMS ASTM A36

ANCHOR BOLTS A36 OR A307

STRUCTURAL TUBING & PIPE ASTM A500, GRADE “B”

WELDING ELECTRODES E70XX

3. ALL BOLTED CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR IN ACCORDANCE WITH THE “SPECIFICATION FOR STRUCTURAL JOINTSUSING ASTM A325 BOLTS” USING 3/4” INCH DIAMETER BOLTS. WASHERS SHALL BE LOAD INDICATOR TYPE OR BOLTS SHALL BE TENSIONCONTROL TYPE.

4. ALL WELDING SHALL BE IN ACCORDANCE WITH “THE STRUCTURAL WELDING CODE” AWS D1.1.

5. ALL CONNECTIONS SHALL BE DESIGNED FOR 1/2” OF THE MAXIMUM UNIFORM LOAD FOR THE SIZE, SPAN, AND GRADE OF STEEL LISTED INTABLE 3-6 “MAXIMUM TOTAL UNIFORM LOAD” FROM THE3 AISC MANUAL (14TH EDITION) UNLESS OTHERWISE NOTED.

6. ALL CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION AND ERECTION OF STEEL SHALL BE VERIFIED. ANY AMBIGUITY FOUND SHALL BEIMMEDIATELY BROUGHT TO THE NOTICE OF NEWCOMB OIL COMPANY.

7. GROUT SHALL BE PRE-MIXED, NON-METTALIC, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND,CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER REDUCING AGENTS, COMPLY WITH CE-CRD-C621.

8. BEFORE SHIPPING FROM THE STEEL SHOP ALL STEEL SHALL BE CLEANED. REMOVE HEAVY RUST AND MILL SCALE, SPATTER, SLAG OR FLUXDEPOSITS. COMPLY WITH STEEL FABRICATORS SP-3 “POWER TOOL CLEANING”. REMOVE OIL, GREASE AND SIMILAR CONTAMINATES; COMPLYWITH SSPC SP-1 “SOLVENT CLEANING”.

9. IMMEDIATELY AFTER CLEANING APPLY MANUFACTURERS OR FABRICATOR'S STANDARD, FAST CURING, LEAD FREE, UNIVERSAL MODIFIED ALKYDPRIMER SELECTED FOR GOOD RESISTANCE TO NORMAL ATMOSPHERIC CORROSION, FOR COMPATIBILITY WITH ALKYD FINISH PAINT SYSTEMS,AND FOR THE CAPABILITY OF PROVIDING A SOUND FOUNDATION FOR FIELD APPLIED TOPCOATS DESPITE PROLONGED EXPOSURE. APPLICATIONSHALL BE NOT LESS THAN 1.5 MILS. DRY FILM THICKNESS.

STEEL JOISTS:

1. ALL STEEL JOISTS, JOIST GIRDERS, REQUIRED ACCESSORIES SHALL BE DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH THE“STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. ACCORDING TO THE STEEL JOIST INSTITUTE”. CURRENT EDITIONS SHALL APPLY.

2. PROVIDE JOISTS FABRICATED IN COMPLIANCE WITH THE STEEL JOIST INSTITUTE (SJI) STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHTTABLES FOR: OPEN WEB STEEL JOISTS (K-SERIES) AND LONGSPAN STEEL JOISTS (LH SERIES).

3. EXTENT OF WORK IS INDICATED ON THE PLANS INCLUDING BASIC LAYOUT AND TYPE OF JOISTS REQUIRED. UNLESS OTHERWISE INDICATED, THEFOLLOWING ITEMS ARE INCLUDED: STEEL JOISTS, JOIST EXTENDED ENDS, CEILING EXTRUSIONS, EXTENDED BOTTOM CHORES USED AS STRUTS,BRIDGING AND BRIDGING ANCHOR, JOIST BOTTOM CHORD BRACING, JOIST WALL AND BEAM ANCHORS, HEADERS, LOOSE BEARING PLATESAND ANCHOR BOLTS FOR PLACEMENT.;

4. JOISTS SHALL BE DESIGNED BY JOIST MANUFACTURER TO INSURE THAT CHORD MEMBERS ARE SUFFICIENT TO WITHSTAND FORCES INDICATEDON THE DRAWINGS. ALL JOISTS SHALL BE REVIEWED AND SEALED BY A LICENSED ENGINEER REGISTERED IN THE STATE OF TENNESSEE. JOISTSMANUFACTURER SHALL DESIGN CONNECTIONS ON SHOP DRAWINGS. CONNECTION DESIGN SHALL BE COORDINATED WITH THE STRUCTURALSTEEL FABRICATOR. ALL WELDS OR BOLTS REQUIRED SHALL BE CLEARLY INDICATED.

5. DESIGN AND FABRICATE STEEL JOISTS IN ACCORDANCE WITH SJI SPECIFICATIONS, INCLUDING HEADERS AND OTHER SUPPORT FRAMING. VERIFYDRAWING DIMENSIONS AND FIELD CONDITIONS PRIOR TO FABRICATION.

6. PROVIDE HORIZONTAL OR DIAGONAL TYPE BRIDGING FOR JOISTS, COMPLYING WITH SJI “SPECIFICATIONS”. PROVIDE BRIDGING ANCHORS FORENDS OF BRIDGING LINES TERMINATING AT WALLS OR BEAMS.

7. PROVIDE END ANCHORAGES TO SECURE JOISTS TO ADJACENT CONSTRUCTION, COMPLYING WITH SJI “SPECIFICATIONS”, UNLESS OTHERWISEINDICATED.

8. CAMBER JOISTS TOM ALLOW FOR DEAD-LOAD DEFLECTION AS PROVIDED IN THE SJI “STANDARD SPECIFICATIONS”.

9. REMOVE LOOSE SCALE, HEAVY RUST, AND OTHER FOREIGN MATERIALS FROM THE FABRICATED JOISTS AND ACCESSORIES BEFORE APPLICATIONOF SHOP PAINT. APPLY ONE COAT SHOP COAT OF PRIMER TO STEEL JOISTS AND ACCESSORIES, BY SPRAY. OR OTHER METHOD WHICH COMPLIESWITH STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION, SSPC NO. 15.

STEEL DECKING:

1. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES AND STANDARDS, EXCEPT AS OTHERWISE INDICATED OR SPECIFIED:

A. ANSI “SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS”.

B. AWS “STEEL WELDING CODE”.

C. SDI “DESIGN MANUAL FOR FLOOR AND ROOF DECKS”.

2. PROTECT DECKING FROM CORROSION (WHITE RUST), DEFORMATION AND OTHER DAMAGE DURING DELIVERY, STORAGE AND HANDLING.STORE DECKING ON WOOD SLEEPERS WITH SLOPE FOR POSITIVE DRAINAGE. DECKING SHALL BE FREE OF CORROSION (WHITE RUST) PRIOR TOINSTALLATION.

3. BASIC STEEL SHALL BE FLAT ROLLED, GALVANIZED SHEETS OF STRUCTURAL QUALITY, MEETING THE REQUIREMENTS OF ASTM A653.GALVANIZING SHALL MEET ASTM A924, G90 COATING. STEEL BLOCK SUPPLIER TO PROVIDE GALVANIZED DECK WHICH IS SHOP AND FIELDPAINTABLE.

4. ROOF DECKING SHALL BE A MINIMUM OF 20 GAUGE METAL DECK, TYPE “B” WIDE RIB, WITH A FABRICATED DEPTH OF 1-1/2” INCHES. FORMDECK UNITS IN LENGTHS TO SPAN 3 OR MORE SUPPORTS, WITH FLUSH, TELESCOPED OR NESTED 2” LAPS AT ENDS AND SIDE LAPS, UNLESSOTHERWISE INDICATED.

5. FABRICATE METAL DECKING IN ACCORDANCE WITH SDI DESIGN MANUAL TO ACCOMMODATE MAXIMUM WORKING STRESS OF 0.6FY ANDMAXIMUM SPAN DEFLECTION OF L/240. FOR ROOF DECKING, MAXIMUM FIBER STRESS SHALL NOT EXCEED 20,000 PSI UNDER A TOTAL DEADAND LIVE LOAD OF 50PSF AND DEFLECTION SHALL NOT EXCEED L/360 OF THE SPAN UNDER A LIVE LOAD OF 25 PSF. FOR FLOORING DECKING,MAXIMUM FIBER STRESS SHALL NOT EXCEED 0.6FY UNDER A TOTAL DEAD AND LIVE LOAD OF 150 PSF AND DEFLECTION SHALL NOT EXCEEDL/360 OF THE SPAN UNDER LIVE LOAD OF 100 PSF.

6. ERECT AND ATTACH METAL DECKING IN ACCORDANCE WITH SDI DESIGN MANUAL FOR FLOOR AND ROOF DECK, AS WELL AS WITHMANUFACTURER'S RECOMMENDATIONS AND FINAL SHOP DRAWINGS. PROVIDE WELDING IN ACCORDANCE WITH SDI SPECIFICATIONS ANDAWS D1.3.

7. STEEL ROOF DECK UNITS SHALL BE ANCHORED TO SUPPORTING STRUCTURAL STEEL MEMBERS TO PROVIDE LATERAL STABILITY TO THE TOPFLANGE OF THE SUPPORTING STRUCTURAL MEMBERS AND TO RESIST UPLIFT WIND FORCES INDICATED ON THE PLANS. THE DEAD LOAD OF THEROOF DECK CONSTRUCTION PLUS THE DEAD LOAD OF THE ROOFING MATERIAL PLUS RIGID INSULATION MAY BE DEDUCTED FROM THESPECIFIED UPLIFT FORCES.

8. INSTALL 6” INCH WIDE 18ga SHEET STEEL COVER PLATES WHERE DECK CHANGES DIRECTION. SCREW IN PLACE 12” INCHES ON CENTERMAXIMUM.

9. AFTER DECKING INSTALLATION, WIRE BRUSH, CLEAN AND PAINT SCARRED AREAS, WELDS AND RUST SPOTS ON TOP AND BOTTOM SURFACESOF DECKING UNITS AND SUPPORTING STEEL MEMBERS. TOUCH UP GALVANIZED SURFACES WITH GALVANIZING REPAIR PAINT APPLIED INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

TENSION DEVELOPMENT AND LAP SPLICING FOR BARS IN WALLS AND SLABS

FOR 4,000 PSI CONCRETE

SIZE CLASS

CONCRETE COVER = 0.75" CONCRETE COVER = 1.00" CONCRETE COVER = 1.5" CONCRETE COVER = 2.00"

UNCOATED UNCOATED UNCOATED UNCOATED

TOP OTHER TOP OTHER TOP OTHER TOP OTHER

#3

A 12 12 12 12 12 12 12 12

B 16 16 16 16 16 16 16 16

#4

A 19 15 15 12 15 12 15 12

B 24 19 20 16 20 16 20 16

#5

A 28 21 22 17 19 15 19 15

B 36 28 29 22 24 19 24 19

#6

A 37 29 31 24 22 17 22 17

B 48 37 40 31 29 22 29 22

1

2

"

W

F

L

A

N

G

E

(

H

S

S

A

N

D

L

H

J

O

I

S

T

7

"

ICF WALL

(2) 3/4"Øx8" ASTM A108

HEADED STUDS @ EA.

BEARING LOCATION

PROVIDE (2) #5 ON

BOTH SIDES OF OPENING (TYP.)

(1) #6 LINTEL REINF.

w/ STD HOOK (TYP.)

1 1

/2

" A

BO

VE

F

.F

.

4'-3" MAX.

3'-2

" M

AX

.

30"


W/ 180° HOOK @ BOTT.

JAMB DOWELS SHALL BE

CONT. TO FOOTING


w/ STD HOOK (TYP.)

PROVIDE (2) #5 ON

BOTH SIDES OF OPENING (TYP.)


W/ 180° HOOK @ BOTT.


w/ STD HOOK (TYP.)

PROVIDE #5 IN TWO ADJACENT

CELLS ON BOTH SIDES OF DOOR

OPENING (TYP.)

#4 - 24"

#5 - 30"

#6 - 36"

MIN. DEVELOPMENT

LENGTH - TYP.

JAMB DOWELS SHALL BE

CONT. TO FOOTING

SE

E P

LA

N

2"

(1) LAYER OF 6 MIL.VAPOR BARRIER

OVER 4" OF COMPACTED #57 STONE

(AS REQ'STD BY THE OWNER).

1 1

/2

" A

BO

VE

F

.F

.

12"

6"

NO SUPPLEMENTARY ANGLES REQ'D

IF CONCENTRATED IN THIS AREA,

TYP.

CONCENTRATED LOADS

GREATER THAN 100 lbs.

L2x2x3/16" EA.

SIDE OF JOIST

TYP.

CONCENTRATED LOADS

GREATER THAN 100 lbs.

12"

6"



TYP.

CLASS "B" SPLICE

TYP.

#5 @ 12"

ICF W/ 6" CONC. THICKNESS

SEE SECTIONS FOR REINF.

CORNER BARS TO MATCH

LONGITUDINAL REINFORCEMENT

LEVELING NUT

1" G

RO

UT

A36 OR A325

SEE PLAN FOR ORIENTATION

FOR A325 ANCHOR BOLTS

EMBED BOLT HEAD

NUT & WASHER WELDED

TO END

SE

P

LA

N



2" 8" 2"

2"

8"

2"

3/4"Ø A36 ANCHOR BOLT W/ 9"

EMBED INTO PIER W/ HEAVY HEX

NUT WELDED TO EMBEDDED END

1/4"

HSS 4x4 COLUMN

#3 @ 32" O.C. W/4" EMBED INTO

CONCRETE USING SIMPSON

XP EPOXY

6x6 W1.4xW1.4 WWF

#4 CONT.

SLOPE 1/4"/FT.

6"

6"

8"

6"

SEE PLAN FOR BUILDING

SECTION LOCATION AND

DETAILS

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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HWC/NM/CS/

S1.02

STRUCTURAL DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

TYP. WIDE FLANGE, HSS, AND JOIST BEARING PLT. DET.

013" = 1'-0" SCALE:

TYP. REINFORCEMENT @ HVAC OPENING IN ICF

023" = 1'-0" SCALE:

TYP. AROUND DOOR/STOREFRONT OPENING IN ICF

033" = 1'-0"

SCALE:

TYP. SLAB ON GRADE, SUB-GRADE, VAPOR BARRIER

AND CONTROL JOINT

043" = 1'-0" SCALE:

TYP. JOIST REINFORCEMENT

053" = 1'-0" SCALE:

TYP. WALL CORNER REINFORCEMENT DETAIL

063" = 1'-0"

BRICK LINTEL

SCHEDULE

OPENING WIDTH ANGLE SIZE

LESS THAN 6'-0" L4x3x1/4"

6'-0" TO 8'-0" L6x4x3/8"

SCALE:

TYP. STEEL COLUMN BASE DETAIL

07 3" = 1'-0" SCALE:

TYP. HSS 4x4 BASE PLATE DETAIL

083" = 1'-0"

SCALE:

TYP. SIDEWALK DETAIL

093" = 1'-0"

SE

E P

LA

N

2"

1/4" x H/4 CONTINUOUS SAW

CUT JOINT SEE GENERAL NOTES

CONCRETE SLAB

REINFORCEMENT

NUT & WASHER W/ 3/4"

MAX COUNTER BORE IN 2X

SECONDARY NUT TO HOLD

"L" BOLT IN PLACE

2x10 MIN. GRADE SOUTHERN

PINE #2

@ HEADER

5/8"Ø F1554 GR36 "L" BOLT W/ 6"

EMBED @ 24" O.C.

@JAMBS

5/8Ø F1554 GR36 "L" BOLT W/6"

EMBED @ 32" O.C.

ICF SEE SECTIONS FOR

REINFORCING

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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PR

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CO

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tructural D

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g - D

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Y:H

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C

OX

HWC/NM/CS/

S1.03

STRUCTURAL DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

TYP. SIDEWALK & EXTERIOR PAVEMENT, CONTROL

JOINT DETAIL

013" = 1'-0" SCALE:

TYP. 2x ATTACHMENT TO ICF @ NEW OPENING

PERIMETER

023" = 1'-0"

H

S

S

4

x

4

x

1

/

4

H

S

S

4

x

4

x

1

/

4

H

S

S

4

x

4

x

1

/

4

H

S

S

4

x

4

x

1

/

4

H

S

S

4

x

4

x

1

/

4

HS

S4x4x1/4

HSS4x4x1/4

HS

S4x4x1/4

HSS4x4x1/4

W8x18(-4")+HSS5-1/2x5-1/2x1/4(-2'-1-1/2")

W8x18(-4")+

HS

S5-1/2x5-1/2x1/4(-2'-1-1/2")

ROOF RIDGE

TYPICAL

ICF WALL

BEYOND

T.O. STEEL

ELEVATION

120'-4 3/8".

TYP.

ICF BEARING

ELEVATION

120'-0"

OUTSIDE

FACE OF

HSS = FACE

OF ICF.

TYPICAL

10/S

1.08

6/S

1.08

10/S1.08

8

/

S

1

.

0

8

6/S1.08

SEE PLAN

MECH FASTENED

MECH FASTENED

36/7 PATTERN

C SUPPORT

L

CO

VE

RA

GE

12" M

AX

.

MECH FASTENED SIDELAP

CONNECTIONS AT 12" o.c.

PROVIDE 5/8" DIA. PERIMETER FASTENING @12"o.c.

C SUPPORT

L

IC

E

CH

ES

T

IC

E

CH

ES

T

LP

CA

GE

AT

M

G

C

L

O

T

T

O

D

E

S

K

S

T

F

A

N

M

WORM

DISP

NE

WS

GIFT

CARD

SUN

GLAS

2-LITER

RACK

2-LITER

RACK

2-LITER

RACK

2-LITER

RACK

SODA CASESSODA CASES

LOTTO

MACH.

ICE

CREAM

DISP

WISC.

CHEESE

DISP

LO

TT

O

MA

CH

.

CHG DEV

DISP

DISP

SQZ

TOYS

DONUT

CASE

C

O

L

D

C

A

S

E

CH

IP

/S

UN

GL/C

UP

D

IS

PLA

Y

GC

H

O

T

F

O

O

D

C

A

S

E

U

T

E

N

S

I

L

S

M

I

C

R

O

W

A

V

E

S

O

A

P

P

A

P

E

R

T

S

T

R

F

R

E

E

Z

E

R

T

A

B

L

E

O

V

E

N

D

O

U

B

L

E

G

R

I

D

D

L

E

F

R

Y

E

R

S

T

E

A

M

T

A

B

L

E

R

E

F

R

I

G

.

P

R

E

P

T

A

B

L

E

FR

EA

L

FR

EE

ZE

R

FR

EE

ZE

FR

EA

L

TE

A

FO

UN

TA

IN

MA

CH

IN

E

MIX

ER

BR

EW

ER

CU

PS

ST

RW

C

U

P

H

L

D

R

C

U

P

H

L

D

R

C

A

P

P

U

T

O

P

P

M

A

C

H

C

O

F

C

O

F

C

R

M

S

U

G

W

H

P

C

O

F

M

A

T

E

B

A

K

E

D

G

O

O

D

S

M

U

G

D

S

P

L

S

H

E

E

T

R

A

C

K

I

N

D

U

C

T

R

A

N

G

E

S

C

A

L

E

S

M

U

G

D

S

P

L

C

H

O

C

C

A

P

P

U

M

A

C

H

S

T

A

T

N

C

U

P

H

L

D

R

C

O

F

M

I

C

R

O

W

A

V

E

F

R

A

P

P

M

A

C

H

S

I

N

K

C

O

F

F

E

E

M

A

K

E

R

C

O

F

F

E

E

M

A

K

E

R

SL

OP

E R

OO

F A

ND

S

TR

UC

TU

RE

: .2

5"/1

2"

SL

OP

E R

OO

F A

ND

S

TR

UC

TU

RE

: .2

5"/1

2"

SL

OP

E R

OO

F A

ND

S

TR

UC

TU

RE

: .2

5"/1

2"

JOIST MANUFACTURER SHALL

DESIGN THE JOIST FOR 600 lbs.

HOOD BELOW. COORDINATE SIZE

AND LOCATION W/ MECH

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

. W

/ 1

.5

B2

2 M

TL

. D

EC

K

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

32

LH

O8

JO

IS

TS

@

5

'-0

" O

.C

.

P1 P1 P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P2

P2

P2

P2 P2

P2

P2

P2

P2

P2

P2

P2 P2

P2 P2 P2

14 SPACES @ 5'-0" O.C. = 70'-0"

3'-5 3/4" 1'-9 3/4"

HATCHED ARE INDICATES

TYPE 1 DECK FASTENING

02/S1.06

01

/S

1.0

6

03

/S

1.0

6

02/S1.06

04/S1.06

05/S1.06

07

/S

1.0

7

05/S1.06

01/S1.07

05

/S

1.0

6

09/S1.07

02/S1.06

L

3

x

3

x

3

/

1

6

"

L3x3x3/16"

L3

x3

x3

/1

6"

W10x49

B.O. STL. 110'-0 7/8"

B.O. STL. 110'-2"

B.O. STL. 110'-2"

W8x24

W8

x2

4

EQ.6'-11 1/2"

EQ.

EQ

.6

'-1

1 1

/2

"E

Q.

W10x49

B.O. W10 ELEVATION 110'-0 1/2"

W10x49

B.O. W10 ELEVATION 110'-0 1/2"

JOIST BEARING EL. 114'-7"

HSS 4x4 COL.

SE

E H

IG

H R

OO

F F

RA

MIN

G

PL

AN

T

HIS

S

HE

ET

F

OR

FR

AM

IN

G T

HIS

A

RE

A

1.54B20 ROOF DECKING

W/ TYPE 2 FASTENING

UNLESS OTHERWISE

NOTED

04/S1.06

0

8

/

S

1

.

0

7

0

4

/

S

1

.

0

6

P2

SEE PLAN

MECH FASTENED

MECH FASTENED

36/9 PATTERN

C SUPPORT

L

CO

VE

RA

GE

12" M

AX

.

#10 SCREWS SIDELAP

CONNECTIONS AT 6" o.c.

PROVIDE 5/8" DIA. PERIMETER FASTENING @6"o.c.

C SUPPORT

L

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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HWC/NM/CS/

S1.04

LOW ROOF PLAN

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

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40

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LC

.

SCALE:

HIGH ROOF FRAMING PLAN

021/4" = 1'-0"

SCALE:

TYPE 2 METAL ROOF DECK

FASTENING PATTERN

031/4" = 1'-0"

SCALE:

TYPE 1 (HATCHED AREA

METAL ROOF DECK

FASTENING PATTERN

041/4" = 1'-0"

NOTES:

1. MANUFACTURER SHALL PROVIDE BRIDGING PER SJI REQUIREMENTS

2. P1 ON THE PLAN INDICATES A 250 LB. POINT LOAD FROM PARTITION

WALLS ABOVE THE COOLER WALLS TO BE SUSPENDED FROM THE BOTTOM

CHORD OF THE JOISTS. WHERE HANGERS DO NOT LINE UP DIRECTLY WITH

JOIST PROVIDE P5500 UNI-STRUT BETWEEN JOIST SIMILAR TO 1/S113.

3. P2 ON THE PLAN INDICATES A 150 LB. LOAD TO BE SUSPENDED FROM THE

BOTTOM CHORD OF THE JOISTS. SEE SHEET S113 FOR ADDITIONAL INFORMATION.

NOTES:

MTL. ROOF DECK FASTENING, USE 36/7 #12 TEK SCREW

FASTENER PATTERN AT EA. JOIST.

SCALE:

LOW ROOF FRAMING PLAN

011/4" = 1'-0"

1"

2"

1"

4"

4" 4"

8"

3/4" PLATE

WOOD TIMBER JOINT

1/4" Øx4-1/2"

SIMPSON SDS

SCREW TYPICAL

8 PLACES

9/16" Ø HOLE FOR 1/2"Ø

THREADED ROD

UNISTRUT P5500 MAX


PROVIDE DOUBLE NUT

JOIST BOTTOM CHORD

PLATE - SEE DETAILS

THIS SHEET

1/2" Ø ROD

UNISTRUT P5500 MAX

LOAD 350 LBS.

PROVIDE DOUBLE NUT

AND 1/8" x 3" Ø PLATE

WASHER

1" 2"

1"

2" T

YP

1"

4"

8"

6

"

1

"

2

"

1

"

4

"

1

"

2

"

1

4

0

°

WOOD TIMBER JOINT


THREADED ROD

3/4" PLATE

1/4" Øx4-1/2"

SIMPSON SDS

SCREW TYPICAL

12 PLACES

1" 2"

1"

1"

1"

1"

2"

2"

6"

1

"

2

"

1

"

2

"

1

"

1

3

0

°

6

"

1/4" Øx4-1/2"

SIMPSON SDS

SCREW TYPICAL

12 PLACES

WOOD TIMBER JOINT

3/4" PLATE


THREADED ROD

2

"

2

"

1

"

1

"

3/4" PLATE

WOOD TIMBER JOINT

1

"

1

1

/

2

"

5

"

1

"

1

"

1

"

1

"

2

"

2

"

4

"

4

"

1

"

2

"

1

"


THREADED ROD

1/4" Øx4-1/2"

SIMPSON SDS

SCREW TYPICAL

12 PLACES

2'-0-3/4"

1'-9 1/4"

REMOVABLE EXPANDED METAL GRATE

AND 2" X2" X1/4" STEEL ANGLE FRAME

WITH CENTER 1/4" STEEL BAR

A/S1.05 (TYP.)

B/S1.05

C/S1.05

01/S1.05

D/S1.05

ALL MEMBER SHALL BE 6" WIDE x 10"

DEEP WOOD BEAM TYPICAL UNLESS

NOTED OTHER WISE.

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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HWC/NM/CS/

S1.05

STRUCTURAL MISC.

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

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OL

LE

GE

S

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FIV

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TA

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TO

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#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

WOOD CEILING ELEMENT FRAMING PLAN

021/4" = 1'-0"

SCALE:

SECTION

011" = 1'-0"

SCALE:

DETAIL

A 3" = 1'-0" SCALE:

DETAIL

B 3" = 1'-0" SCALE:

DETAIL

C 3" = 1'-0" SCALE:

DETAIL

D 3" = 1'-0"

SCALE:

FLOOR SINK SECTION

033" = 1'-0"

SCALE:

SECTION

023/4" = 1'-0"

#5 AT 16" ON

CENTER

BRICK - SEE ARCH

#5 AT 16" ON

CENTER

ROOF DECK -

SEE PLAN

L6x4x3/8 W/ 5/8" Øx6"

SIMPSON TITEN HD

ANCHORS AT 24" ON

CENTER

SCALE:

SECTION

013/4" = 1'-0"

#5 AT 16" ON

CENTER

#5 AT 16" ON

CENTER

BRICK - SEE ARCH

BEARING PLATE - SEE

TYPICAL DETAILS

JOIST MANUFACTURE

SHALL PROVIDE

DEPTH EXPTENSION

JOIST - SEE PLAN

ROOF DECK - SEE PLAN

L6x6x5/16

L5x5x3/8 BETWEEN

JOIST TYPICAL

SCALE:

SECTION

063/4" = 1'-0"

EMBED PLATE SEE DETAIL

4 THIS SHEET

W8

PL 3/8" x 2" x4"

HSS 5-1/2 x 5-1/2

ICF WALL

STD EMBED PLATE -

SEE TYPICAL DETAIL

HSS 4x4

L3x3x3/16

SCALE:

SECTION

053/4" = 1'-0"

PL 1/2"x8"x12" W/ (3)

5/8" Øx16" DBA ON 4"

GAGE

#6 VERTICAL TIE

PER SECTION

02/F1.01

PROVIDE (3)

ADDITIONAL TIES AT

6" O.C. AT EMBED

PLATE LOCATION

#4 TIE PER

xxxxxxxxx

PL 3/8"x2"x4" TOP

AND BOTTOM

W8

STD CONNECTION

PL 1/2"x8"x12" W/

(3) 5/8"Øx16" DBA

ON 4" GAGE

ICF WALL

PROVIDE (3) ADDITIONAL

TIES AT 6" ON CENTER AT

EMBED PLATE LOCATION

#4 TIE PER 02/F1.01

SCALE:

SECTION

043/4" = 1'-0"

#5 AT 12" O.C. TYPICAL

WALL HORIZONTAL - SEE

WALL SECTIONS

#5 AT 16" ON

CENTER TYPICAL

WALL VERTICAL -

SEE WALL

SECTIONS

(2) #5x30" DIAGONAL

DOWELS

5/8"Øx30" DBA AT

16" ON CENTER

WELDED TO W10

W10

8"

PL 1/2"x8"x12" W/ (2)

5/8"Øx24" DBA ON 6" GAGE

PROVIDE (4)#5x6FT HORZ

WALL DOWELS W/ STD

HOOK AT 6" O.C. BELOW

EMBED. PROVIDE BEND

AT CORNERS WHERE

REQUIRED TO ACHIEVE

6FT LENGTH

BEARING PLATE - SEE

TYPICAL DETAILS

BRICK - SEE

ARCH

PROVIDE ICF FORM WHICH

EXTENDS CONCRETE TO

INSULATION SURFACE

GROUT POCKET SOLID

L4x4x3/8 W/ 5/8"Ø6" SIMPSON

TITEN HD ANCHORS AT 24" O.C.

ROOF DECK -

SEE PLAN

#5 AT 12" ON

CENTER

#5 AT 12" ON

CENTER

CANOPY CONNECTION

SHALL ATTACH DIRECTLY TO

ICF BEHIND BRICK.

CONNECTION DESIGN BY

CANOPY MANUFACTURE

JOIST - SEE

PLAN

L4x4x3/8 W/ 5/8"Øx6" SIMPSON TITEN

HD ANCHORS @ 24" ON CENTER


EXTENDS CONCRETE TO

INSULATION SURFACE

5/8"Øx30" DBA WELDED TO W10

W10

1/2" x CONT. PLATE

L5x3x3/8

PREFABRICATED CANOPY BY

OTHERS - DESIGN CANOPY

FOR THE FOLLOWING LIVE

LOADS: 20 PSF MIN. ROOF

LIVE LOAD

CANOPY CONNECTION SHALL ATTACH

DIRECTLY TO STRUCTURAL STEEL

BEHIND BRICK. CANOPY CONNECTION

DESIGN BY CANOPY MANUFACTURE

SCALE:

SECTION

033/4" = 1'-0"

10"

SEE

ARCH

#6 VERTICAL TIE

PER SECTION

02/F1.01

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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OLD

C

OX

HWC/NM/CSCS

S1.06

STRUCTURAL SECTIONS

& DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

HSS 4x4x1/4 BETWEEN

HSS 4x4 RAFTERS

STD EMBED PLATE -

SEE TYPICAL DETAILS

BUILT-UP ROOF NOT

SHOWN FOR CLARITY

DECK - SEE PLAN

HSS 4x4

L3x3x3/16xCONT

T.O. STEEL

ELE. 120'

4-3/8"

WOOD WALL

#5 AT 12" ON

CENTER

#5 AT 16" ON

CENTER

L3x3 WALL SUPPORT

- SEE PLAN

DECK - SEE PLAN

JOIST - SEE PLAN

W10

5/8"Øx30" DBA AT

16" ON CENTER

WELDED TO W10

B.O. W10

ELE. 110'

0-7/8"

STD EMBED PLATE -

SEE TYPICAL DETAILS

GROUT POCKET

SOLID


EXTENDS CONCRETE TO

INSULATION SURFACE

L4x4x3/8 W/ 5/8"Øx6" SIMPSON TITEN

HD ANCHORS AT 24" ON CENTER

2"

#5 AT 16" ON

CENTER

#5 AT 16" ON

CENTER

BRICK - SEE ARCH

ROOF DECK -

SEE PLAN

L6x4x3/8 WITH

5/8"Øx6" SIMPSON

TITEN HD

ANCHORS AT 24"

ON CENTER

STD 180Ø

HOOK

SHORE ICF UNTIL

CONCRETE HAS

REACHED 7 DAYS OR 75%

OF SPECIFIED STRENGTH

(2) #6'S EXTEND 30"

PAST OPENING W/

STD HOOK EACH END

B.O.

CONCRETE

ELE. 110'- 1/2"

L7x4x3/8 LINTEL W/ 1/2"Ø

SIMPSON TITEN HD

ANCHORS AT 18" ON

CENTER W/ 3" EMBED

INTO CONCRETE.

SCALE:

SECTION

083/4" = 1'-0" SCALE:

SECTION

093/4" = 1'-0"

HSS 3x2 - SEE

PLAN

W8

WOOD FRAMING - WOOD

FRAMING SHALL TRANSFER DEAD

LOAD AND WIND LOADS FROM

STOREFRONT TO W8

B.O. W8

ELE. 110' 2"

STOREFRONT

PREFABRICATED CANOPY BY

OTHERS - DESIGN CANOPY FOR

THE FOLLOWING LIVE LOADS:

20 PSF MIN ROOF LIVE LOAD

45 PSF SNOW DRIFT

L6x4x3/8 AT 48" ON CENTER -

COORDINATE WITH CANOPY

FASTENING SPACING. PROVIDE

ADDITIONAL ANGLES AS

REQUIRED

BEARING PLATE - SEE

TYPICAL DETAILS

BRICK - SEE ARCH

#5 AT 12" ON

CENTER

#5 AT 16" ON

CENTER

JOIST - SEE PLAN

ROOF DECK -

SEE PLAN

GROUT POCKET SOLID

L4x4x3/8 WITH 5/8"ØX6"

SIMPSON TITEN HD

ANCHORS AT 24" ON

CENTER


EXTENDS CONCRETE TO

INSULATION SURFACE

BUILT-UP ROOF

BRICK

INSTALL SHEATHING PRIOR

TO INSTALLING LINTEL

1/4"Ø SELF TAPPING SCREWS

WITH 2-1/2"Ø FENDER WASHER

AT 9" ON CENTER

L7x4x3/8 LINTEL PROVIDE 1/2"Ø

HOLES AT 9" ON CENTER

STOREFRONT

HSS 4x4

HSS 4x4

ROOF DECK

T.O. STEEL

ELE. 120' 4-3/8"

W8

HSS 5-1/2x5-1/2x1/4"

HSS 3x2 - SEE PLAN

2' 1-1/2"

2"

SCALE:

SECTION

071" = 1'-0" SCALE:

SECTION

11 1" = 1'-0" SCALE:

SECTION

101" = 1'-0"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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OLD

C

OX

HWC/NM/CS/

S1.07

STRUCTURAL SECTIONS

& DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

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TO

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#

44

40

NE

WC

OM

B O

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C

O., L

LC

.

#6 VERTICAL PER

SECTION 02/F1.01

PL1/2"x8"x12" WITH (3)

5/8"Øx16" DBA ON 4"

GAGE

HSS5-1/2x5-1/2

PL3/8"x2"x4" TOP AND

BOTTOM

W8

EMBED PLATE - SEE

DETAILS

#4 TIE PER 02/F1.01 DETAIL

PROVIDE (3) ADDITIONAL

TIES AT 6" ON CENTER AT

EMBED PLATE LOCATION

ICF WALL

STD EMBED PLATE - SEE

DETAILS

HSS4x4

L3x3x3/16

BUILT-UP ROOF NOT

SHOWN FOR

CLARITY

DECK - SEE

PLAN

HSS4x4

L3x3x3/16xCONT.

WOOD WALL

DECK - SEE PLAN

L3x3 WALL SUPPORT -

SEE PLAN

JOIST - SEE PLAN

5/8"Øx30" DBA AT 16" ON

CENTER WELDED TO W10

W10

B.O. W10

ELE. 110' 0-7/8"

STD EMNED PLATE - SEE

TYPICAL DETAILS

GROUT POCKET SOLID

L4x4x3/8 WITH 5/8"Øx6" SIMPSON TITEN

HD ANCHORS AT 24" ON CENTER


EXTENDS CONCRETE TO

INSULATION SURFACE

#5 AT 16" ON

CENTER

#5 AT 12" ON

CENTER

STD EMBED PLATE - SEE

TYPICAL DETAILS

HSS4x4x1/4 BETWEEN HSS

4x4 RAFTERS

SCALE:

SECTION

063/4" = 1'-0"

SCALE:

SECTION

083/4" = 1'-0"

BUILT-UP ROOF

HSS4x4

HSS4x4

ROOF DECK

W8

2' 1

-1

/2

"

2"

BRICK

INSTALL SHEATHING PRIOR

TO INSTALLING LINTEL

HSS 5-1/2x5-1/2x1/4

HSS 3x2 - SEE

PLAN

3"

STOREFRONT

1/4"Ø SELF TAPPING SCREWS WITH

2-1/2"Ø FENDER WASHER AT 9" ON

CENTER

L7x4x3/8 LINTEL PROVIDE

1/2"Ø HOLES AT 9" ON

CENTER

T.O. STEEL

ELE. 120' 4-3/8"

SCALE:

SECTION

101" = 1'-0"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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C

OX

HWC/NM/CS/

S1.08

STRUCTURAL SECTIONS

& DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

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TO

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#

44

40

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WC

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C

O., L

LC

.

GC

DISHWASHER

FD

14'-2"

1:48 (MAX.)

100'-3.5"100'-3.5"

100'-3.5"100'-3.5"

100'-3.5"

100'-0"NO FINISHES

100'-0"

65'-6"

82'-2"

COOLER / FREEZER SUPPLIER

TO INSTALL BATT. INSUL. AND

METAL ANGLE FLASHING AT

CORNERS.

100'-3.5"

99'-10.75"

4'-0"

INSTALL 1/2"

CDX

PLYWOOD

ON ALL

WALLS

COOLER / FREEZER SUPPLIER TO

INSTALL BATT INSULATION AT

DOOR JAMBS, (TYP.)

2'-0

"

7'-5"

3'-0"

02

/A

5.0

8

01

/A

5.0

8

01

/A

5.0

1

07

/A

5.0

2

01/A2.02

03

/A

2.0

5

01/A2.0502/A2.05

03

/A

2.0

5

0

3

/

A

2

.

0

3

0

3

/

A

2

.

0

3

02/A2.03

04/A2.03

0

4

/

A

2

.

0

5

02/A2.04

05

/A

2.0

5

0

6

/

A

2

.

0

5

01/A2.04

03

/A

2.0

4

0

4

/

A

2

.

0

4

0

1

/

A

5

.

0

3

01

/A

2.0

1

02/A2.01

03

/A

5.0

3

07/A5.07

0

7

/

A

5

.

0

7

A2

(4) COMP. SINK

HA

ND

SIN

K

27'-6"

104

103

102

101

105

118 117

115

112

107

111

109

110

119

106

114

113

116

108

100'-2.75"

100'-3.5"

SLOPESLOPE

SLOPE

SLOPE

R T

HO

N

NOTE: ALL DIMENSIONS ARE TO FACE OF STUD

NOTE: GENERAL CONTRACTOR RESPONSIBLE FOR

COORDINATION OF ALL SUB TRADES AND

REQUIREMENTS BY OWNER

NOTE: ELECTRICAL, HVAC AND PLUMBING TO BE

RELOCATED PER FEDERAL, STATE AND LOCAL

CODES. GENERAL CONTRACTOR TO COORDINATE.

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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C

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HWC/NM/CS/

A1.01

FLOOR PLAN

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

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#

44

40

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WC

OM

B O

IL

C

O., L

LC

.

SCALE:

FLOOR PLAN

011/4" = 1'-0"

WALL LEGEND

2x4 WOOD STUD WALL

I.C.F. WALLS TO BE INSTALLED MANUFACTURERS

RECOMMENDATIONS.

*ALL MATERIALS ARE SIZES LISTED IN THIS LEGEND UNLESS

OTHERWISE DIMENSIONED ON THIS PLAN OR SPECIFIED IN THE

DETAILS AT A DIFFERENT SIZE

GENERAL NOTES:

A. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, FIELD VERIFY ALL

CONDITIONS, QUANTITIES AND MATERIALS. REPORT DISCREPANCIES TO

ARCHITECT FOR CLARIFICATION. DO NOT SCALE DRAWINGS.

B. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION.

ALL CONTRACTORS OF ALL DISCIPLINES TO COORDINATE CONSTRUCTION

PRIOR TO INSTALLATION.

C. DIMENSIONS ARE TO THE FINISHED FACE OF STUD, CONCRETE, OR ICF UNLESS

NOTED OTHERWISE.

D. ICF: INSTALL PER MANUFACTURERS RECOMMENDATIONS.

E. ICF: ALL INTERIOR ICF WALLS TO RECEIVE

1

2

" MIN. GYP. BD. (15 MIN. THERMAL

BARRIER). GYP. BD. BEHIND COOLERS AND FREEZERS AND IN RESTROOMS

SHALL BE MOISTURE AND MOLD RESISTANT GYP. BD.

F. ICF: SEE STRUCTURAL DRAWINGS FOR REINFORCING DESIGN IN ICF WALLS

G. CAULK DOOR JAMBS AND INSIDE CORNERS IN CERAMIC TILE WALLS WITH

SANDED CAULK TO MATCH THE GROUT COLOR. ALL OTHER DOOR JAMBS AND

MARLITE SHALL BE CAULKED WITH SHERWIN WILLIAMS POWER HOUSE 60 YR,

COLOR: TO MATCH PAINT.

H. INTERIOR WALLS SHALL BE 2X4 WD STUDS 16" O.C. WITH 1/2" GYPBD. EACH

SIDE UNLESS NOTED OTHERWISE. WALLS BEHIND COOLER AND FREEZERS

SHALL HAVE MOISTURE AND MOLD RESISTANT GYP. BD.. PROVIDE BLOCKING IN

WALLS FOR DOOR WALL STOPS.

I. ALL COOLER DOORS SHALL BE INSTALLED 8" A.F.F.

J. ALL UNISTRUTS SHALL BE INSTALLED OPEN SIDE UP.

K. ALL DRYWALL CEILINGS SHALL BE GLUED AND SCREWED.

L. OWNER SHALL VERIFY THAT GEOTECHNICAL CONDITIONS AND SOIL BEARING

CAPACITY MEET THE REQUIREMENTS OF THE "FOUNDATION DESIGN" NOTED IN

THE STRUCTURAL DRAWINGS.

M. FILL ALL TRENCHES UNDER PAVEMENT WITH STONE

N. ALL PROPERTY CORNER PINS SHALL BE ENCASED IN CONCRETE 12" DEEP, 8"

DIAMETER AND SHALL BE FLUSH WITH THE GROUND.

O. ALL 2X4 AND 2X6 WOOD STUDS SHALL BE #2 SPRUCE ONLY.

P. CONTRACTOR SHALL POLICE THE SITE AFTER COMPLETION OF THE BRICK TO

MAKE SURE ALL BRICK AND MORTAR ARE CLEANED UP FROM THE SITE AND

NOT BURIED IN THE FOOTING TRENCHES.

Q. ONLY USE VANITROLL FOR BRICK CLEANING.

R. SAND TEXTURED CAULK TO BE USED WHEN CAULKING BRICK EXPANSION

JOINTS. CLAY TAN 225-U (LRV -19)

S. PROVIDE LOW WEEP VENTS IN VENEER MASONRY BRICK. USE 3/8" HONEYCOMB

CELL VENT.

T. CONTROL JOINTS IN EXTERIOR BUILDING CONCRETE SIDEWALKS AND JOINTS

IN BLACK CONCRETE SHALL BE TOOLED AND SAW CUT. REFER TO

STRUCTURAL DRAWINGS FOR MORE INFORMATION.

U. THE JOINT BETWEEN THE BUILDING SIDEWALK AND THE BLACK CONCRETE PAD

SHALL BE A CONSTRUCTION JOINT NOT AN EXPANSION JOINT. NO EXPANSION

MATERIAL SHALL BE INSTALLED.

V. NEWCOMB OIL SHALL CHECK WALLS FOR ALIGNMENT, LOCATION OF

ELECTRICAL AND PLUMBING AND STRING LINE THE WALLS PRIOR TO DRYWALL

BEING INSTALLED.

W. THE CANOPY CONTRACTOR SHALL INSTALL CANOPY SIGNS. THE BUILDING

ELECTRICAL CONTRACTOR SHALL INSTALL THE BUILDING SIGNS.

X. SEE CIVIL DRAWINGS FOR BOLLARD LOCATION. SEE DETAIL 02/A5.02 FOR

BOLLARD DETAIL.

9'-1

1/4

" R

EC

ES

SE

D S

LA

B

14'-1 1/2"

14

'-0

"2'-4"

1'-3 3/4"

1'-0

1/4

"

2'-4"

18

'-8

"

1'-8

"3'-0"

3'-2"

3'-0"

3'-2"

1'-0 1/4"

1'-3 3/4"

1'-4"

13'-4"

1'-3

3/4

"

8'-8 1

/2"

4'-0"

1'-4"

42'-9

"

7'-2"

3'-1 1/2"

1'-8"

13'-4"

6'-0"

10'-0"

13'-4"

38

'-1

"

10'-0"

5'-8" 14'-3" 12'-6 1/2" 5'-11 1/2" 2'-3"

14'-5 1/2"

8'-0"

1'-3 3/4"

1'-3 3/4"

5'-7"6'-8" 6'-0"

6'-0

"

5'-0"

6'-0

"

78'-0"

4'-0"

4'-0"

7'-9

1/2

"

5"

6'-7"5"

8'-3"

7'-2

"

3'-0

"

3'-0"

5"

5"

1'-9 1/2" 1'-9 1/2"

2'-1

"2

'-1"

7'-0" 9'-1"

8'-0

"

4'-9"

11

'-1 1/4

"

9'-9 1

/2"

2'-10

3/4

"3'-4"

48'-0"

27'-3 5/8"

44'-8 1/4"

17'-4

5

/8"

1'-3 3/4"

6'-2 3

/4"

65'-4"

6'-0"

6'-0

"

1'-3 3/4" 18'-0 1/2"

20'-8"42'-8"

2'-4"

3'-0"3'-2"

1'-3 3

/4"

4'-0"

1'-3 3/4"

1'-3 3/4"

14'-0"2'-4"

1'-4"40'-0"

1'-8" 3'-0" 3'-2"

1'-0 1/4"

1'-0 1/4"

1'-3 3/4"

18'-8"

1'-4"

10'-0"

6'-0

"

5'-0"

14'-0"

4

5

°

0

'0

"

1

'

-

4

7

/

8

"

4

'

-

3

7

/

8

"

6

'

-

0

"

4

'

-

3

7

/

8

"

1

'

-

4

7

/

8

"

7'-8"

4'-0"

7'-8"

4'-0"

4 1/2"

4 1/2"

4'-3

1

1/1

6"

13'-1 1

3/1

6"

17'-2"

17

'-5

1

/2"

16'-10

1/2

" V

ER

IF

Y

9'-6 11/16"

VERIFY

13'-10"

10'-0"

1

4

'

-

4

9

/

1

6

"

13'-10"

2

'

-

0

"

1

5

'

-

0

"

2'-0"

4'-6 1/2"3'-10 1/2"2'-11"2'-11"5'-8"

3 1/2"

2"

2'-0"

1'-10

"

2'-1"

4'-9"

4'-9

"

5'-11

"

2'-0"

5'-8" 2'-7 1/2" 2'-7 1/2" 3'-7" 4'-3"

OPP

HAND

1'-3

3/4

"

4'-9"

4'-9

"

9'-4"

3'-0"

5'-1"

4'-7"

4'-3" 3'-7"3'-10"

5'-8"

2'-4 5

/8"

3'-7"

8'-0"

2'-9 1

/2"

3'-3"

7'-2 11/16"

1

8

'

-

5

3

/

4

"

(

S

T

U

D

T

O

S

T

U

D

)

5'-3 1/2"

3'-3"

7'-8 1/2"

8'-8 1

/2"

3'-1"

3'-3 1/2"

3

'

-

8

7

/

8

"

3'-8" M

IN

.

1

'

-

8

"

6

"

3

'

-

5

"

6"

11'-4" 1'-2 1/4"

1'-4"

11'-3"CLR

1

8

'

-

4

3

/

4

"

C

L

R

8'-8 1/16"

17'-4 3/8"

1

3

0

°

0

'0

"

17'-4 5/8"

20'-8 5/8"

3

'

-

4

1

5

/

1

6

"

3

'

-

4

1

/

1

6

"

3

'

-

7

1

/

2

"

6

'

-

1

0

1

/

2

"

9

'

-

0

"

2

6

'

-

9

1

5

/

1

6

"

4

"

6

"

3

'

-

0

"

1

2

'

-

8

"

1

'

-

0

"

39'-7 1/2"

6'-1"

3'-5 1/2

"6'-1 1

/2"

3'-2

"

6'-5

"

14'-2"

1:48 (MAX.)

5'-9" C

LR

5'-10"

40'-7 1/2"

19'-4 3/16"

18'-7 1

1/1

6"

3 1/2"

4'-3"

DASHED LINE

INDICATES CANOPY

ABOVE

CONTROL JOINT, TYP

6" MTL

STUDS

CONCRETE

SIDEWALK

NO FINISHES

COLD JOINT, TYP.

CONTROL

JOINT,

TYP.

BEER CAVE COOLER

WALK-IN COOLER

4'-11 3/8

"

100'-0"

100'-3.5"

100'-3.5"

100'-0"

44'-0"

4'-6"

2"

2"

2"

2"

12'-1

1"

46" D

OO

R

OP

EN

IN

G

16'-4" OPENING IN MASONRY

DRAIN

3/4"

BELOW

5 1/2

"5

1/2

"

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CO

NC

RE

TE

SID

EW

ALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

1

0

'

-

6

"

9 1/2"

7'-1 3/16"

16'-1"

SLOPESLOPE

SLOPE

SLOPE

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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EW

CO

MB

O

IL C

O., LLC

. - F

ILE

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1.02 D

im

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E: F

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M - B

Y:H

AR

OLD

C

OX

HWC/NM/CS/

A1.02

DIMENSION FLOOR PLAN

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SHEET NOTES:

1

McNICHOLS QUALITY DURAGRID PULTRUDED FIBERGLASS GRATING (PART NO. F112106S42) W/

McNICHOLS QUALITY FIBERGLASS EMBEDMENT ANGLE (PART NO. F1FE111520).

2 2x4 FURRING AROUND PLUMBING VENT.

3

INSTALL A STUD CENTERED ON CLOSET BACK WALL TO SERVE AS VERTICAL BLOCKING FOR

OWNER INSTALLED EQUIPMENT.

4 PAINT ALL SURFACE MOUNTED CONDUIT FOR ELECTRICAL BOXES "BLACK".

5TUBE STEEL COLUMN, PAINT "BLACK". REFER TO STRUCTURAL DRAWINGS.

6 DASHED LINE INDICATES 1" RIGID INSULATION UNDER COOLERS

7

8x8 OPENING IN SOFT DRINK CABINET AND WALL, CL OF OPENING 32" ABOVE RAMP. INSTALL

STANDARD TRIM AROUND OPENING.

8SLAB OPENING FOR UTILITIES, REFER TO ELEC. AND PLUMB. DRAWINGS VERIFY IN FIELD.

9

1/4" CEMENT BD. INSTALLED ON COOLERS, REFER TO INTERIOR ELEVATIONS FOR WALL FINISH,

(TYP.).

10

RECESSED MOP SINK WITH GRATE, TOP AT FINISH FLOOR. WALLS ON (3) THREE SIDES OF MOP

SINK SHALL BE CONC. UP TO 2'-0" A.F.F., REFER TO DETAIL XX/X.XX.

11

INSTALL MARLITE ABOVE MOP SINK UP TO 10'-0", EXTEND MARLITE TO OUTSIDE EDGE OF LONG

WALL AND AROUND END OF WING WALL.

12

INSTALL MARLITE UP TO 10'-0", EXTEND MARLITE 8'-0" ALONG WALL AND AROUND END OF WING

WALL.

13

INSTALL FLOOR STOP BEHIND DEEP FRYER AND GRIDDLE, FLOOR STOP SHALL BE A 2x2 ALUM.

ANGLE 10'-0" LONG BOLTED TO THE FLOOR 12" FROM WALL.

148"x10" AIR GRILLE ABOVE DOOR, INSIDE AND OUTSIDE.

15

WALK-IN COOLER COMBO TO BE PROVIDED BY WALK-IN COOLER MANUFACTURER, WITH SEALED

CONCRETE FLOOR (BY G.C. TYP.).

16 INSTALL 1/2" CDX PLYWOOD ON ALL WALLS.

17REMOVABLE CENTER GLASS AND ALUM. FRAMES THIS DOOR ONLY, REFER TO 01/A6.01.

18 SEE CIVIL DRAWINGS FOR BOLLARD LOCATION. SEE DETAIL 02/A5.02 FOR BOLLARD DETAIL.

19

BOLLARDS, ALIGN WITH L.P. CAGE, REFER TO XX/X.XX FOR ALIGNMENT. BOLLARDS TO BE SET

AWAY FROM SIDEWALK 1".

20

2" MIN. AIR SPACE REQUIRED BTWN, EXTERIOR WALL AND WALK-IN COOLER, (TYP.).

21 CONCRETE EQUIPMENT PAD.

22 EDGE OF RAISED 3-1/2" CONCRETE FLOOR SLAB

23 POWER SUPPLY

24 COLD WATER SUPPLY

25 OPEN DRAIN

1

NOTE

SYMBOL

15

6

6

6

6

20

20

20

20

9

8

7

25

22

24

23

13

13

12

3

14

16

1011

5

4

2

1

2

1

17

17

21

SEE SHEET A1.01 FOR

GENERAL NOTES

SCALE:

DIMENSION FLOOR PLAN

011/4" = 1'-0"

GC

1'-4

"

11'-3"CLR

1

8

'

-

4

3

/

4

"

C

L

R

17'-4 9/16"

1

3

0

°

0

'0

"

2

6

'

-

1

0

"

4

"

3

'

-

0

"

1

2

'

-

8

"

1

'

-

0

"

3'-2

" C

LR

17'-4 3/4"

20

'-8

3

/4

"1

9'-4

3

/1

6"

WALK-IN COOLER

COMBO TO BE PROVIDED

BY WALK-IN COOLER

MANUFACTURER, WITH

SEALED CONCRETE

FLOOR (BY GC, TYP.)

109

MEN'S

RESTROOM

107

WOMEN'S

RESTROOM

105

STORAGE

104

ELECTRICAL

ROOM

103

OFFICE

102

DELI

101

SALES FLOOR

100

VESTIBULE

BEER CAVE

COOLER

WALK-IN

COOLER

106

HALLWAY

BEER CAVE

BEVERAGE

COOLER

ICE

MAKER

DELI

CASE

COOLER

FREEZER

GAS

METER &

LINES

DISCONNECTS, TYP

DISCONNECTS, TYP

DISCONNECT,

TYP

DISCONNECTS, TYP

COOLERFREEZER

CW

SUPPLY

POWER

SUPPLY

OPEN DRAIN

6

'

-

4

1

/

8

"

F

A

C

E

O

F

C

A

S

E

W

O

R

K

6

'

-

8

1

/

8

"

E

D

G

E

O

F

R

A

I

S

E

D

F

L

.

5'-7

"

FA

CE

O

F C

AS

EW

OR

K

4

'

-

2

"

C

L

R

100'-3-1/2"

100'-3-1/2""

100'-0"

100'-3-1/2"

100'-3-1/2"

3

'

-

0

"

6'-9

1

/1

6" C

LR

2'-5

"

16'-1"3'-8 9/16"3'-0"1'-11 3/4"3'-0"1'-11 3/4"3'-0"2'-5 1/2"3'-0"3'-8 9/16"3'-0"3'-8 9/16"6'-3 5/16" 4'-0"

12'-2 1/16" 9'-11 1/2" 7'-10 1/16"11'-5 7/8"

4'-0"

5'-3

1

/4

"

78'-0"

27'-6"

9

'

-

3

"

H

O

O

D

108

CLOSET

110

STORAGE

5

'

-

0

3

/

4

"

1

0

'

-

6

5

/

8

"

1

1

'

-

4

5

/

8

"

T

O

C

O

L

D

C

A

S

E

6

"

9 1/2"

7'-1

3

/1

6"

8'-3 11/16"42'-2 5/16"

3'-10 1/4"3'-1 1/2"3'-10 1/4"2'-1 1/2"

111

DISH AREA

1

2

3

4

5

9

10

11

13

12

21

14

1517

19

23

22

29

27

26 24

25

30

E Q U I P M E N T S C H E D U L EITEMNO QTY EQUIPMENT CATEGORY

1 1 WALK-IN COOLER

2 1 OUTDOOR CONDENSING UNIT

3 1 BEER CAVE WALK-IN COOLER


5 1 MULTI-DECK ISLAND MERCHANDISER


7 1 NOT USED

8 1 NOT USED

9 1 4 WELL HOT FOOD TABLE

10 1 HOT FOOD MERCHANDISER

11 1 CONVECTION OVEN/WITH HOLDING CABINET

12 1 FLOOR MODEL GAS FRYER

13 1 GRIDDLE

14 1 EXHAUST HOOD

15 1 WALK-IN FREEZER


17 1 DELI WALK-IN


19 1 REMOTE ICE MAKER (INSTALLED ON FOUNTAIN)

20 3 OUTDOOR REMOTE CONDENSER

21 1 WORKTOP SOLID DOOR FREEZER

22 2 FOOD PREP TABLE

23 1 SODA FOUNTAIN

24 1 TEA BREWER

25 1 FREAL MIXER

26 1 FREAL FREEZER

27 1 FREEZE MACHINE

28 1 COFFEE MAKER

29 2 MICROWAVE

30 1 INDUCTION RANGE

31 1 BAKED GOODS

32 1 DONUT CASE

33 1 FRAPP MACHINE

34 1 CHOC. CAPPU MACHINE

35 1 CAPPUCCINO MACHINE

36 1 THERMAL POTS

37 1 CREAMER

38 1 SUGAR

39 1 PAN CABINET

40 1 HAND SINK, INTERGAL WITH COUNTERTOP

41 1 WATER FILTER

42 1 MOP SINK, RECESSED

42.1 1 FAUCET

42.2 1 MOP HANGER

43 1 DISHWASHER

43.1 1 SIDE TABLE

43.2 1 RINSE TABLE - INTREGAL SINK W/DISPOSAL

44 1 3-COMPARTMENT SINK

44.1 1 FAUCET - WALL MOUNTED WITH 12" SWING

45 1 WALL MOUNT SHELVING (14" X 36")

46 1 HAND SINK - WALL HUNG

46.1 1 FAUCET

47 3 POS TERMINALS

48 1 BAG-N-BOX

49 1 WIRE SHELVING (18" X 36") W/ROLLERS

50 1 WIRE SHELVING (24" X 36") W/ROLLERS

51 4 SUSPENDED TV MONITORS

52 1 -

53 1 -

HUSSMAN

MANUFACTURER MODEL NUMBER

IM-04-R

DELFIELD

HATCO

MOFFAT

PITCO

STAR

CAPTIVE AIRE

TAYLOR CROWN

PENTAIR

JOHN BOOS

EAGLE - METAL MASTERS

MANSFIELD GRAND ISLE



47

47

47

43

46

46.1

43.1 43.2

44 44.1

45

41

42

42.1

42.2

16

18

48

4949

40

28

39

31

36

29

33

34

35

36

36

32

51

51

IC

E

CH

ES

T

IC

E

CH

ES

T

LP

CA

GE

S

T

F

A

N

M

WORM

DISP

NE

WS

GIFT

CARD

SUN

GLAS

2-LITER

RACK

2-LITER

RACK

2-LITER

RACK

2-LITER

RACK

SODA CASESSODA CASES

LOTTO

MACH.

ICE

CREAM

DISP

WISC.

CHEESE

DISP CHG DEV

DISP

DISP

SQZ

TOYS

CH

IP

/S

UN

GL/C

UP

D

IS

PLA

Y

GC

AT

M

G

C

L

O

T

T

O

D

E

S

K

LO

TT

O

MA

CH

.

120V-1550 WATTS

TURBOFAN G32D5

SOLSTICE SG14

824TSA

W/ P8M PROOFER HOLDER

SCOTSMAN N1322R-32A

TRUE TWT-48F-HC

TRUE TSSU-48-12

FREAL BLENDER

FREAL SINGLE DOOR FREEZER

EV9437-10 HIGH FLOWCSR QUAD-MC SYSTEM

3B184-2D18-16GA

GWB1436VG

2018HBNS VITREOUS CHINA

1836VG

AMERICAN STANDARD RELIANT 3 - 7385.004

2436VG

OFOI OFCI CFCI

13.1 1 SS BASE CABINET W/ ROLLERS

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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C

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ork P

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C

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HWC/NM/CS/

A1.03

EQUIPMENT &

CASEWORK PLAN

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

EQUIPMENT & CASEWORK PLAN

011/4" = 1'-0"

R

3

9

'

-

8

"

110

STORAGE

109

MEN'S

RESTROOM

108

CLOSET

107

WOMEN'S

RESTROOM

105

STORAGE

104

ELECTRICAL

ROOM

103

OFFICE

102

DELI

101

SALES FLOOR

100

VESTIBULE

BEER CAVE COOLER

WALK-IN COOLER

COOLER

FREEZER

106

HALLWAY

WT1 WT5WT3

WT1 WT5WT3

WT1 WT5WT3

WT1 WT2

WT4

WT3

WT

6

M

S

1

3

5'-0

"

11'-7"

4

7

1

1

2

2

1

2

1

FT1

FT2

FT2

FT1

5

5

5

5

5

5

FT1

FT1

3

3

ROOF

LADDER

6

R

E

F

E

R

T

O

I

N

T

E

R

I

O

R

E

L

E

V

A

T

I

O

N

FT1

FT2

FACE OF RAISED FLOOR

FT2 - 6x24 COLOR BODY

PORCELAIN TILE #TE17

SANDLEWOOD_TERRENO SERIES

7

7

7

5

4'-0

"

FRP-1

FRP-1

FRP-1

3

3

PROJECT NO:

DRAWN BY:

DATE:

19-3078

----







PR

OJE

CT

: N

EW

CO

MB

O

IL C

O., LLC

. - F

ILE

: A

1.04 F

inish P

lan.dw

g - D

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E: F

eb 14, 2020 2:43P

M - B

Y:H

AR

OLD

C

OX

HWC/NM/CS/

A1.04

FINISH PLAN

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SHEET NOTES:

1APPLY "MASTERKURE HD 200WB", TYPICAL TO ALL FLOORS WITHOUT TILE.

2THROUGHOUT RESTROOM AREA, REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATION.

3 REFER TO INTERIOR ELEVATIONS

4 NO TILE BEHIND SHELVING.

5

APPLY "MASTERKURE ND 200WB" TO ALL EXTERIOR SIDEWALKS, EQUIPMENT PADS AND

DUMPSTER PADS.

6 PAINT ROOF LADDER.

7 PAINT WALL PER INTERIOR FINISH SCHEDULE - SEE A3.04 FOR MORE INFORMATION

1

NOTE

SYMBOL

MAIN TILE FIELD A -

T-CODES = TILES USED ON FLOORS. WALL TILES MAY BE FOUND ON INTERIOR ELEVATIONS

MAIN TILE FIELD B -

FT1 - 12 x 12 PORCELAIN STONE TILE / #VL78 - ACCENT BROWN

WITH 3/16" GROUT LINES - BRICKWORK PATTERN WITH #145 LIGHT SMOKE SANDED

GROUT.

FT2 - 6 X 24 COLORBODY PORCELAIN TILE / #HHO3 TEAK WITH 3/16" GROUT LINES - WITH #59

SADDLE BROWN SANDED GROUT.

NOTE:

1. TILE TO RUN CONTINUOUS UNDER CABINETS.

2. "GROUT BOOST" TO BE USED TO MIX GROUT INSTEAD OF WATER.

FLOOR FINISH SCHEDULE

R T

HO

N

SCALE:

FINISH FLOOR PLAN

011/4" = 1'-0"

2X6 LEDGER

SIMPSON ICFVL-W LEDGER CONNECTION

SYSTEM AT 48" O.C. CONNECT PER

MANUF. INSTRUCTIONS

2X6 CEILING JOIST @16" O.C.

10'-0" SPAN MAX

SIMPSON LU24

HANGER TYP

2X6 LEDGER

W/ (2)

1

4

"x3 SIMPSON

SDS SCREWS INTO

EACH WALL STUD

ICF WALL

WOOD STUD WALL

GYP. BD. CLG.

3'-4"

8'-0"

3'-4"

8'-8"

8'-10"

4'-2"

4'-2"8'-3 1/2"9'-2 1/2"6'-4"10'-0"10'-0"10'-0"6'-4"

3'-6"3'-6"

3'-6"

3'-6"

1'-6"1'-6"

1'-6"

1'-6"

02/A5.01

0

1

/

A

5

.

0

5

0

6

/

A

5

.

0

7

07/A5.07

07

/A

5.0

2

01

/A

5.0

1

02

/A

5.0

4

4'-4"4'-4" 4'-4"

1 3/8"

17'-0 3/4"

2'-0 3/4"

4

'

-

6

1

/

2

"

4

'

-

6

1

/

2

"

4

'

-

9

1

/

2

"

4

'

-

9

1

/

2

"

5

'

-

5

1

/

2

"

8'-9"

EQEQ EQ EQ EQ EQ

3'-11 1/4"

11 15/16"

9 3/8"

1'-5" 1'-5"

4"

1

'

-

9

1

/

2

"

1

'

-

9

"

2

'

-

1

1

/

4

"

2

'

-

8

1

/

4

"

2

'

-

6

1

/

4

"

2

'

-

0

1

/

4

"

2

'

-

6

"

2

'

-

0

9

/

1

6

"

1

1

3

/

4

"

1

1

3

/

4

"

6

'

-

0

"

2

'

-

3

1

/

2

"

3

'

-

1

1

"

8

'

-

0

"

2'-6"

2'-6"

HVAC

DIFFUSER,

TYP.

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

2'-6"

2'-6"

4'-0"

2

'

-

1

0

"

3

'

-

8

7

/

8

"

03

/A

2.0

4

03/A2.04

0

4

/

A

2

.

0

4

0

4

/

A

2

.

0

4

01/A2.04

CANOPY

CANOPY

M

3

'

-

4

"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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REFLECTED CEILING

PLAN

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SHEET NOTES:

1

CEDAR WOOD BEAMS: BEAMS SHALL BE SEALED WITH CLEAR SEALER, TOPS OF CEDAR BEQAMS

SHALL BE SANDED BEFORE INSTALLATION. SUSPENSION RODS SHALL BE PAINTED TO MATCH

THE CEILING. STEEL CONNECTOR PLATES SHALL BE PAINTED BLACK. REFER TO STRUCTURAL

DRAWINGS FOR STEEL CONNECTOR PLATES.

2

24"x24" HIGH PLYWOOD DOOR WITH HINGES, HANDLE AND SLIDE BOLT TO ACCESS THE AREA

ABOVE THE RESTROOM. TRIM WITH 1x TRIM, PAINT ALL.

3 OPEN TO STRUCTURE.

4 OPEN TO STRUCTURE ABOVE COOLERS.

5

GYP. BD. CEILING @ 10'-0" A.F.F.

6

GYP. BD. CEILING @ 9'-6" A.F.F.

7 CEILING FAN IN CASHIER AREA

8 CEILING AT 10'-0" TO MATCH THE METAL DECK ABOVE.

1

NOTE

SYMBOL

SCALE:

GYP. BD. CLNG. FRAMING

023/4" = 1'-0"

SCALE:

REFLECTED CEILING PLAN

01 1/4" = 1'-0"

R T

HO

N

3

3

7

1

1

1

1

5

5 3

3

1

3

6

6 6

62

3

4

3

3

3

4

ELEV: 100'-0"

6X6 GUTTER

4X5 D.S.

02/S1.01

PVC UNLESS IN GRASS /

6" DIA. CAST IRON

HUB/REDUCER

F.O.

MASONRY

4X5 D.S.

EL: 100'-0"

4"

3 1/4"

GROUT

FLEXIBLE COUPLING,

CONNECTED TO U.G.

STORMWATER PIPING

2"

1'-1

0"

2'-0

"2

'-0

"1

'-1

0"

2"

2" 10" 1'-0" 1'-0" 10" 2"

4'X8'

RIGID

INSULATION

RIGID

INSULATION

FASTENER

AND

COMPRESSION

PLATE

DOUBLE

FASTENERS

AT EDGES

SL

OP

E R

OO

F A

ND

S

TR

UC

TU

RE

: .2

5"/1

2"

SL

OP

E R

OO

F A

ND

S

TR

UC

TU

RE

: .2

5"/1

2"

SL

OP

E R

OO

F A

ND

S

TR

UC

TU

RE

: .2

5"/1

2"

16'-5"

18'-10 1/4"

16

'-1

1 1

/2

"

MTL. CANOPY BELOW W/

INTEGRAL GUTTER

MTL. CANOPY

BELOW W/

INTEGRAL GUTTER

WALL BELOW

END OF BRICK VENEER

2X6 WOOD STUD (16" O.C.) FRAMING INFILL

WALL, BEARING ON ROOF JOISTS. HT OF

WALL: APPROX. 54" TALL.

FINISH: CLAD IN MTL. (±20.5 LF) DOWN TO

LOWER PARAPET HT., SECONDARY PAINT

COLOR (EX-4),

REF. EXTERIOR FINISH SCHEDULE, A-201

GUTTER

2X4 KNEE WALL W/ STUDS 48"

O.C. AT ROOF JOIST MIDSPAN

(TO SUPPORT ROOF JOISTS)

ON TWO SIDES OF HIP ROOF.

APPROX. 4X8 SOFFIT (3)

VENTS ON ROOF SIDE

OF HIP ROOF

3'-0

"

7'-0"

3'-0"

05/A5.06

07

/A

5.0

2

06

/A

5.0

6

01

/A

5.0

2

04

/A

5.0

6

02/A5.01

02

/A

5.0

4

02

/A

5.0

7

03

/A

5.0

3

0

1

/

A

5

.

0

3

GUTTERDOWNSPOUTDOWNSPOUT DOWNSPOUT

PTD. MTL. PARAPET CAP

PTD. MTL.

PARAPET CAP

PTD. MTL.

PARAPET CAP

PTD. MTL. PARAPET CAP

ROOF LADDER W/ SAFETY CAGE & 6' HINGED

SECURITY PANEL AND PADLOCK HASP. NOTE:

BRACKETS ARE ANCHORED DIRECTLY TO

CONCRETE WALL, SEE NOTES & DETAIL 01/A5.04

FOR REQ,D. LENGTH TO CLEAR GUTTER

MTL. CANOPY BELOW W/

INTEGRAL GUTTER

DOWNSPOUT

7'-0

"

COOLER / FREEZER BELOW

4:12

4:12

4:1

2

4:1

2

4"

4"

EQ. EQ.

HIPPED MTL. ROOF:

SEE ROOF NOTE 'C'

DASHED LINE INDICATES

CONT. LINEAR SOFFIT VENT

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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ROOF PLAN

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ROOF NOTES:

A. ROOF MEMBRANE: SINGLE PLY PVC 60 MIL. MEMBRANE, COLOR:

WHITE. FULLY ADHERED. BASIS OF DESIGN: DURO-LAST (WITH

SUPREME 15-YEAR NDL WARRANTY) OR APPROVED EQUAL.

B. ROOF DESIGN MIN. R-VALUE: R-30. PROVIDE ROOF INSULATION

TO MEET MIN. DESIGN R-VALUE.

C. METAL ROOF: '1.5" MINI BATTEN BY METAL SALES' STANDING

SEAM ROOF. 24GA. KYNAR FINISH (COLOR: #PATRIOT RED,

CONFIRM FINAL COLOR WITH OWNER) OVER 30# FELT (40 MIL

MIN. THICKNESS SELF-ADHERING MEMBRANE MAY BE USED IN

PLACE OF FELT) OVER ROOF SHEATHING. PROVIDE LINEAR

SOFFIT VENTS ON NON ROOF SIDES: ON ROOF SIDE, PROVIDE

(2) RECT. ALUM. SOFFIT VENTS, PTD. TO MATCH ADJACENT

METAL COLOR.

D. GUTTERS AND DOWNSPOUTS: SEE ELEVATIONS AND DETAILS

FOR ADDITIONAL INFORMATION. ALL DOWNSPOUTS TO BE

ROUTED BELOW GRADE. REFER TO CIVIL FOR ADDITIONAL

INFORMATION.

E. ROOF LADDER: CONFIRM ACCESS LADDER TO BE USED WITH

OWNER.

F. REFER TO MEP DRAWINGS FOR ADDITIONAL NOTES FOR MEP

ROOF WORK.

G. USE GUTTER SEALANT "GEOCELL 2315LRF".

WWW.GEOCELLUSA.COM. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS. ALL JOINTS, BULGES, CRACKS AND

SEAMS SHALL TO BE LESS THAN 1/4". REINFORCING MESH NOT

REQUIRED.

H. GUTTERS SEGMENTS MUST LAP A MINIMUM OF 3".

I. GUTTERS SHALL BE TESTED FOR LEAKS BY DAMNING ALL

DOWNSPOUTS AND FILLING GUTTERS WITH 2" (APPROX.) OF

WATER.

SCALE:

DOWNSPOUT DETAIL

021-1/2" = 1'-0"

SCALE:

FASTNER PATTERN

031-1/2" = 1'-0"

R T

HO

N

SCALE:

ROOF PLAN

011/4" = 1'-0"

COMPLETE LOADS FOR UPPER ROOF @ JOISTS:1 THE ENTRANCE ELEMENT ROOF IS SPREAD EVENLY BY THE

KNEE WALL AT277# PER LINEAR FOOT FOR THE WALL ONTHE ROOF DECK.

2 AT THE FIRST JOIST ( IF IT ISN'T MOVED) THE ROOF DECKSHOULD BE BRINGING A POINT LOAD OF 1108#

3 AT THE SECOND JOIST AS LAID OUT, THE POINT LOAD IS2216#

4 AT THE THIRD JOIST BACK AS LAID OUT, THE POINT LOAD IS1385#

FINISHED FLOOR

(ASSUMED) EL. 100'-0"

HEAD HEIGHT

EL. 110'-0"

HEAD HEIGHT

EL. 117'-9 3/8"

EAVE HEIGHT

EL. 120'-6 5/8"

B.O. OPENING

EL. 111'-1 3/8"

T.O.- I.C.F.

EL. 120'-0"

EX6

EX1

EX2

EX1

1" INSULATED GLASS IN ALUM. FRAME W/

FLUSH GLAZING, TEMP. GLAZING IN DOORS

& ADJACENT STOREFRONT PER CODE., TYP.

REMOVABLE CENTER GLASS

AND ALUM. FRAMES, REFER TO

A-601.

PTD. MTL. GUTTER

MTL. CLAD INFILL PANEL W/ 3/4" EXT. GR. PLYWD.

CORE FOR MOUNTING OF OWNER SUPPLIED SIGN.

COORD. W/ SIGN SUPPLIER & OWNER. SIGN IS

INTERNALLY LIT., SEE ELEC. FOR POWER REQ.

MTL. CLAD FASCIA BEHIND

CANOPY, COLOR TO MATCH

STOREFRONT, REFER TO

WALL SECTION

MASONRY EXP. JOINT

AT CHANGE IN PLANE

"FIVE STAR" SIGN,

INTERNALLY LIT.,

3'-0

"

7'-0

"

EX7

ROWLOCK BRICK COURSE

PTD. MTL. DOWNSPOUT, TYP. PROVIDE SLEEVE & PIPE BELOW

GRADE (REFER TO CIVIL FOR COLLECTION & ROUTING). COORD.

SIZE & LOCATIONS OF DOWNSPOUTS W/ CANOPY SUPPLIER.

MASONRY EXP. JOINT

AT INSIDE CORNER

EQ. EQ.

MASONRY EXP. JOINT

AT INSIDE CORNER

MASONRY EXP. JOINT, ALIGN W/

SOLDIER COURSE(S), NO CUT

BRICKS IN SOLDIER COURSES,TYP.

1" INSULATED GLASS IN

ALUM. FRAME W/ FLUSH

GLAZING

1" INSULATED METAL

PANELS W/ FLUSH

GLAZING

CONC. FOOTING/FOUNDATION,

REFER TO STRUCTURAL

B.O. BRICK, AT F.F.E.

SEE WALL SECTIONS


MASONRY EXP. JOINT

AT OFFSET IN WALL

WALL MOUNTED SIGNS,

PROVIDED BY OWNER.

SIGN IS INTERNALLY

LIT, REFER TO

ELECTRICAL

T.O. PARAPET

EL. 118'-0"

PREFABRICATED

PTD. METAL CANOPY

SOLDIER BRICK COURSE,

PROJECT 1/2" PAST TYP.

FACE OF BRICK

PTD. MTL. PARAPET CAP &

FASCIA, REFER TO DETAILS,

SHEET A5.06 FOR ADDITIONAL

INFORMATION

PTD. MTL. PARAPET CAP &

FASCIA, REFER TO DETAILS,

SHEET A5.06 FOR ADDITIONAL

INFORMATION

PTD. MTL. EAVE,

SOFFIT & FASCIA

HSS3X2X1/4" BEHIND

STOREFRONT SYSTEM,

REFER TO SECTION

EX3

EX4

EX1

EX7

EX2

EX7

EX6

EX6

EX1EX2

EX2

EX3 EX4

EX2 EX1

EX3 EX4

EX2 EX5

3'-4

"

8"

2'-8

"8

"3

'-2

"9

'-4

"

16

'-6

"

2'-8

"8

"

1'-6

"

18

'-0

"

8"

4'-6 1/2"

℄ OF SIGN

6'-1 1/8"

℄ OF SIGN

2'-4" 2'-4"

"FIVE STAR"

SIGN,

INTERNALLY

LIT.,

6'-4

"

℄ O

F S

IG

NS

3'-0

"

7'-0

"

10

'-0

"

3'-9

"1

'-5

1

/2

"

6'-8

"

6'-11 1/2"

3'-0"

03

/A

.0

5

02

/A

5.0

4

01

/A

5.0

1

07

/A

5.0

2

FINISHED FLOOR


T.O. PARAPET CAP

EL. 116'-0"

6'-0"

8"

EX2

B1

EX4

EX3

EX5



PROJECT 1/2" PAST TYP.

FACE OF BRICK


2'-4" 2'-4"

CORNER BRICK, PROJECT 2"

PAST TYP. FACE OF BRICK

H.M. DOOR AND FRAME

EQ.EQ.

MASONRY EXP. JOINT

AT OFFSET IN WALL

MASONRY EXP. JOINT

AT OFFSET IN WALL

MASONRY EXP. JOINTMASONRY EXP. JOINT

CONC. FOOTING/FOUNDATION,

REFER TO STRUCTURAL

B.O. BRICK, 8" BELOW

ADJACENT GRADE, MIN.

SEE WALL SECTIONS


PROJECT 1/2" PAST TYP. FACE

OF BRICK

PTD. MTL. PARAPET CAP & FASCIA

PTD. MTL. PARAPET CAP & FASCIA

PTD. HIPPED MTL. ROOF BEYOND

MTL. WALL PANEL CLADDING ON

THIS ELEVATION/AREA, SEE WALL

SECTION AND ROOF PLAN

LIGHT FIXTURE, REFER TO

ELECTRICAL DRAWINGS

EX2EX3 EX4

3'-4"

9'-4"

8"

2'-8"

8"

1'-6"

16'-0"

FREEZER/

COOLER BEYOND

02

/A

5.0

1

02

/A

5.0

3

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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A2.01

EXTERIOR ELEVATIONS

HA

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1. PROVIDE MATERIAL COLOR & FINISH SAMPLES FOR APPROVAL (BY OWNER)

2. PROVIDE LOW WEEP VENTS IN VENEER MASONRY, 24" O.C. MAX. USE 3/8" HONEYCOMB VENT

3. MASONRY EXPANSION JOINTS: PROVIDE SANDED SEALANT (MATCH MORTAR) W/ COMPRESSIBLE

BACKER. SEALANT TO COMPLY W/ ASTM C290, CLASS 50 SPECIFICATIONS.

4. SIGNAGE: COORDINATE SIGN SIZE, POWER REQUIREMENTS, AND LAYOUT WITH SUPPLIER PRIOR TO

INSTALLATION OF STOREFRONT.

5. CANOPY: REFER TO STRUCTURAL FOR REQUIRED LOADING. CANOPY & DOWNSPOUTS SHOWN FOR

REFERENCE. FINAL DESIGN & DETAILING BY CANOPY SUPPLIER. SUBMIT TO OWNER FOR APPROVAL.

6. ALL DOWNSPOUTS TO BE SLEEVED AND ROUTED BELOW GRADE. COORDINATE WITH CIVIL FOR

COLLECTION AND MANAGEMENT OF WATER ON SITE.

7. GUTTERS SHALL BE TESTED FOR LEAKS BY DAMNING ALL DOWNSPOUTS AND FILLING GUTTERS WITH

2" (APPROX.) OF WATER.

8. REFER TO FINISH SCHEDULE FOR HM DOOR AND FRAME PAINT COLORS.

EXTERIOR ELEVATIONS GENERAL NOTES

EXTERIOR FINISH SCHEDULE

EX1

CODE DESCRIPTION COLOR/TYPE MANUFACTURER

NOTES

EXTERIOR BRICK COLOR:"CHARLESTON WELLINGTON"

TYPE: MODULAR BRICK

SIOUX CITY

EXTERIOR BRICK

EX2

EX3

EX4

EX5

TYPE: MODULAR BRICK

COLOR:"WHITE PLAINS"

METAL PARAPET CAP (RED)

METAL FASCIA (GREY)

COLOR:#PATRIOT RED (METALLIC)

TYPE: 24GA. KYNAR FINISH

TYPE: 24GA. KYNAR FINISH

COLOR:#MYSTIC PLUS METAL SALES

METAL SALES

METAL ROOF (RED) COLOR:#PATRIOT RED (METALLIC)

TYPE: 24GA. KYNAR FINISH'TEE PANEL' STANDING SEAM ROOF

METAL SALES

EX6

METAL CANOPY (RED) COLOR:#PATRIOT RED METALLIC

COLOR:#MYSTIC PLUS

TENNESSEE VALLEY METALS

GALVANIZED

EX7

ALUMNIUM STOREFRONT

(DECKING&D.S., GREY)

GLAZING SEE NOTES BELOW

SIOUX CITY

INSULATED MTL PANEL

SEE NOTES BELOW

SEE NOTES BELOW

ALUMINUM STOREFRONT: AS MANUFACTURED BY TRULITE

2" X 4-1/2" THERMALLY BROKEN, DARK BRONZE ANODIZED,

CENTER GLAZED

INSULATED GLASS:

1" INSULATED, SOLAR BRONZE, (HEAT STRENGTHENED)

OVER "GUARDIAN SUNGUARD SN-68". FULLY TEMPERED

BOTH LIGHTS AS REQUIRED BY CODE.

INSULATED PANELS:

1" INSULATED, DARK BRONZE, "CITADEL GLAZEGUARD 1000

WR", • PRE-FINISHED TEXTURED ALUMINUM SKINS .010",

HIGH DENSITY POLYPROPYLENE STABILIZERS, EXPANDED

POLYSTYRENE FOAM (EPS) CORE 5/8"

SCALE:

ELEVATION

021/4" = 1'-0"

SCALE:

ELEVATION

011/4" = 1'-0"

01/A

5.01

EX2

EX1

EX2

EX4

EX3

PTD. MTL. DOWNSPOUT,

(4"X5")


20'-0"EQ. EQ.

EQ.

MASONRY EXP. JOINT

EQ. EQ.

MASONRY EXP. JOINT MASONRY EXP. JOINT MASONRY EXP. JOINT

WALL PENETRATION FOR

HVAC DUCTING.

46'-4 3/4" V.I.F4'-0"

2'-11"

FREEZER / COOLER

EX2

16'-0"

MTL. GUTTER, 6X6 MIN.

GUTTER EXP. JOINT

SOLDIER BRICK COURSE, PROJECT

1/2" PAST TYP. FACE OF BRICK

ROOF LADDER W/ SAFETY CAGE & 6' HINGED SECURITY

PANEL AND PADLOCK HASP. NOTE: BRACKETS ARE

ANCHORED DIRECTLY TO CONCRETE WALL, SEE NOTES &

DETAIL 1/A-501 FOR REQ. LENGTH TO CLEAR GUTTER

NOTE: GUTTER &

DOWNSPOUT COLOR TO

MATCH 'EX3' & 'EX4'

MTL. WALL PANEL CLADDING ON

THIS ELEVATION/AREA, SEE WALL

SECTION AND ROOF PLAN

18'-3"


ELECTRICAL DRAWINGS


ELECTRICAL DRAWINGS

FINISHED FLOOR


B.O. CANOPY

EL. 110'-2"

07/A

5.01

02/A

5.01

FINISHED FLOOR


B.O. CANOPY

EL. 110'-2"

11'-1 3/8"

6'-8"

17'-9 3/8"

80 C

OU

RS

ES

3'-4"

9'-4"

8"

2'-8"

8"

14'-10"

1'-2"

16'-0"

3'-0"

11 3/8"

PTD. MTL. PARAPET CAP & FASCIA,

REFER TO DETAILS, SHEET A-551

FOR ADDITIONAL INFORMATION

8"

METAL HIP ROOF

PTD. MTL. GUTTER

MTL. CLAD FASCIA BEHIND

CANOPY, COLOR TO MATCH

STOREFRONT, REFER TO

WALL SECTION

MASONRY EXP. JOINT

AT CHANGE IN PLANE

MASONRY EXP. JOINT

AT CHANGE IN PLANE

PTD. MTL. EAVE,

SOFFIT & FASCIA

PREFABRICATED

PTD. METAL CANOPY

HSS3X2X1/4" BEHIND

STOREFRONT SYSTEM,

REFER TO SECTION

FREEZER/

COOLER

BEYOND

ROWLOCK BRICK

COURSE


1" INSULATED GLASS IN ALUM.

FRAME W/ FLUSH GLAZING, TEMP.

GLAZING IN DOORS & ADJACENT

STOREFRONT PER CODE., TYP.

PTD. MTL. DOWNSPOUT, TYP. PROVIDE SLEEVE & PIPE

BELOW GRADE (REFER TO CIVIL FOR COLLECTION &

ROUTING). COORD. SIZE & LOCATIONS OF DOWNSPOUTS W/

CANOPY SUPPLIER.


ALUM. FRAME W/

FLUSH GLAZING

1" INSULATED METAL

PANELS W/ FLUSH

GLAZING

24'-0" 8'-0"

MASONRY EXP. JOINT

AT INSIDE CORNER

MASONRY EXP. JOINT

AT MASONRY OPENING

MASONRY EXP. JOINT

EX1

EX2

EX6

EX1

EX4

EX3

EX5

EX7

EX7

EX2

EX7

EX6

EX3 EX4 EX1

EX2

EX1

EX2


PROJECT 1/2" PAST TYP. FACE

OF BRICK

MTL. CLAD INFILL PANEL W/ 3/4" EXT. GR. PLYWD.

CORE FOR MOUNTING OF OWNER SUPPLIED SIGN.

COORD. W/ SIGN SUPPLIER & OWNER. SIGN IS

INTERNALLY LIT., SEE ELEC. FOR POWER REQ.

12'-11"46" DOOR

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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A2.02

EXTERIOR ELEVATIONS

HA

RR

OD

SB

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30

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8 S

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EXTERIOR ELEVATIONS GENERAL NOTES

EXTERIOR FINISH SCHEDULE

EX1

CODE DESCRIPTION COLOR/TYPE MANUFACTURER

NOTES

EX2

EX3

EX4

EX5

EX6

EX7

ALUMINUM STOREFRONT: AS MANUFACTURED BY TRULITE

2" X 4-1/2" THERMALLY BROKEN, DARK BRONZE ANODIZED,

CENTER GLAZED

INSULATED GLASS:

1" INSULATED, SOLAR BRONZE, (HEAT STRENGTHENED)

OVER "GUARDIAN SUNGUARD SN-68". FULLY TEMPERED

BOTH LIGHTS AS REQUIRED BY CODE.

INSULATED PANELS:

1" INSULATED, DARK BRONZE, "CITADEL GLAZEGUARD 1000

WR", • PRE-FINISHED TEXTURED ALUMINUM SKINS .010",

HIGH DENSITY POLYPROPYLENE STABILIZERS, EXPANDED

POLYSTYRENE FOAM (EPS) CORE 5/8"

SCALE:

ELEVATION

021/4" = 1'-0"

SCALE:

ELEVATION

011/4" = 1'-0"

3 1/2" RAISED CONC. FLOOR

6X10

P3

FLAT-SCREEN

TV

MIX:

33%

67%

6X10

SS1L1 L3WT5

SS1 L2

L3

SW1SS1L1 L3WT5

10

'-0

" T

OP

O

F B

EA

M

9'-2

"

3 1

/2

"

7'-4

" F

IN

IS

HE

D F

LO

OR

T

O F

IN

IS

HE

D C

EIL

IN

G

3 1

/2

"

7'-9

1

/1

6"

1'-4

9

/1

6"

7'-8 3/16"

10

'-1

0" T

OP

O

F T

IL

E

7'-0

"

8'-1

0 1

/4

"

SS1 L3WT5

L1

OPENOPEN

OPEN

3 1/2" RAISED CONC. FLOOR

ANGLED SURFACE

10

'-0

" T

OP

O

F B

EA

M

10

'-0

" T

OP

O

F B

EA

M

10

'-1

0" T

OP

O

F T

IL

E

BROWN VINYL BASE

SEE GRAPHIC

NOTE 1D

ON A3.04

SEE GRAPHIC

NOTE 1D

ON A3.04

102A

WT3L1SS1L1

L1

P3

WB1 WT4

P3

WT2

WT1

WB1

P3 P3

102A

11'-3" CLEAR

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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A2.03

INTERIOR ELEVATIONS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

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GE

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.

SCALE:

INTERIOR ELEVATION

011/2" = 1'-0"SCALE:

INTERIOR ELEVATION

021/2" = 1'-0"

SCALE:

INTERIOR ELEVATION

031/2" = 1'-0"SCALE:

INTERIOR ELEVATION

041/2" = 1'-0"

2X10

P3

MIX:

33%

67%

SS1

2X10

1'-0

"

10

'-0

"

10

'-0

"

10

'-0

"

1'-0

"

1'-1

3

/8

"6

'-8

"

OPEN

SIGN, N.I.C.

OPEN



GLAZING

1" INSULATED METAL

PANELS W/ FLUSH

GLAZING

2X10

4'-0"

7'-0

"

3'-0

"

7'-0

"

3'-0

"

7'-0

"

10

'-1

0" T

OP

O

F T

IL

E

CENTER TILE LAYOUT ON WALL,

NO EDGE TILE SMALLER THAN

1-1/2" WIDE.

SEE GRAPHIC

NOTE 4D

ON A3.04

SEE GRAPHIC

NOTE 5D

ON A3.04

101B

WT2

WT1WT3

P3P3

WB1

P3

WB1

P3

WT5L3L1

WT7WT7WT7WT7

P1

WB1

WT7 WT7

101

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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A2.04

INTERIOR ELEVATIONS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

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#

44

40

NE

WC

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B O

IL

C

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LC

.

SCALE:

INTERIOR ELEVATION

011/2" = 1'-0"

SCALE:

INTERIOR ELEVATION

031/2" = 1'-0"SCALE:

INTERIOR ELEVATION

041/2" = 1'-0" SCALE:

INTERIOR ELEVATION

021/2" = 1'-0"

P2

2X10

7'-7

3

/4

" V

.I.F

.9

1

/4

"

2X10

MITER END

OF 2X10 AND

RETURN TO

WALL

2X10 CEDAR OVER 2X6 PINE. PAINT

BOTTOM PINE REVEAL. 2X6 SHALL

BUTT TO FULL TILE. REFER TO

DETAIL 6/A-552.

MITER 2X10

11

'-5

1

/4

" T

OP

O

F T

IL

E

EDGE STONE SHALL

BE CUT CORNER

STONES

EDGE STONE SHALL

BE CUT CORNER

STONES

6"

1'-5

"

33

" - 3

6"

3'-0"

1'-6"

3'H X 3'W

MIRROR W/ 2"

STAINLESS STEEL

FRAME

1'-5

"

1'-6"

33

" - 3

6"

3'-4

"

4'-6"

3'-4"

1'-5

"

1'-6

"

3'H X 2'-6"W

MIRROR W/ 2"

STAINLESS STEEL

FRAME

WT5

7'-6

"

7'-6

"

TOILET PAPER

DISPENSER,

FURNISHED AND

INSTALLED BY OWNER,

TYP. REFER TO ADA

REQUIREMENTS DETAIL.

42" MIN. GRAB BAR

VERTICAL GRAB BAR

9'-6

"

PROVIDE AND

INSTALL RONDEC

MTL TRIM AT TOP OF

LOWER TILE, TYP.

PROVIDE AND

INSTALL

RONDEC MTL

TRIM AT TOP OF

LOWER TILE,

TYP.

2'-0"MIN.

3'-0"MIN.

1'-0

"

1'-0

"

HOLD BOTTOM OF

DIVIDER WALL 12"

ABOVE FLOOR

AND TILE BOTTOM

PROVIDE AND

INSTALL

RONDEC MTL

TRIM AT TOP

OF LOWER

TILE, TYP.

SEE GRAPHIC

NOTE 8D

ON A3.04

SEE GRAPHIC

NOTE 6D

ON A3.04

SEE GRAPHIC

NOTE 6D

ON A3.04

P5

P2

WT6WB2

WB1WT6

P2

MS1

P5

WT1 WT3 SS1 WT5 WT1 WT3 WT3 WT1 WT5

TILE TOP OF

PARTITION

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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A2.05

INTERIOR ELEVATIONS

HA

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OD

SB

UR

G, K

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Y 4

03

30

97

8 S

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.

SCALE:

INTERIOR ELEVATION

021/2" = 1'-0"SCALE:

INTERIOR ELEVATION

011/2" = 1'-0"

SCALE:

INTERIOR ELEVATION

031/2" = 1'-0"

SCALE:

INTERIOR ELEVATION

041/2" = 1'-0"SCALE:

INTERIOR ELEVATION

051/2" = 1'-0"SCALE:

INTERIOR ELEVATION

061/2" = 1'-0"

10

'-0

"

16'-10 1/2"16'-7"

WALL GRAPHIC

SEE GRAPHIC

NOTE 9D

ON A3.04

WALL GRAPHIC

SEE GRAPHIC

NOTE 9D

ON A3.04

8'-8

"

2'-1

0"

6"

9"

11"

2'-3

"

8"

ADA LAVATORY

CLEARANCE LINE

4'-0

"

3'-8

"

TILE

H

C

B

G

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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HWC/NM/CS/

A2.06

INTERIOR ELEVATIONS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

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#

44

40

NE

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LC

.

SCALE:

INTERIOR ELEVATION

011/2" = 1'-0" SCALE:

INTERIOR ELEVATION

021/2" = 1'-0"

SCALE:

A.D.A. REQUIREMENTS

031/2" = 1'-0"

SCALE:

NOT USED

04N/A

2"

2"

3'-0"

3'-4"

2"

7'-0

"

1

A

SEE SCHED.

SE

E S

CH

ED

UL

E

2"

2"

2'-0"

2'-4"

2"

7'-0

"

2

2"

2"

3'-0"

3'-4"

2"

6'-8

"

3

2"

2"

2'-8"

3'-0"

2"

6'-8

"

4

H.M. FRAME,

PAINT

H.M. FRAME,

PAINT

H.M. FRAME,

PAINT

H.M. FRAME,

PAINT

FLUSH H.M.

DOOR,

PAINT

PEEPHOLE

B

SEE SCHED.

SE

E S

CH

ED

UL

E

FLUSH H.M.

SOLID CORE

D

SEE SCHED.

SE

E S

CH

ED

UL

E

FLUSH H.M.

SOLID CORE

OPEN

OPEN

10

"

1'-0

"

C

SEE SCHED.

SE

E S

CH

ED

UL

E

FLUSH H.M.

SOLID CORE

FACTORY

UNDER CUT

DOOR 2"

ABOVE FLOOR

E

2"

2"

3'-0"

3'-4"

2"

7'-0

"

5

H.M. FRAME,

CASED

OPENING,

PAINT

DOUBLE

ACTING

IMPACT

TRAFFIC

DOOR

VIEW

WINDOW

DOUBLE

ACTING

IMPACT

TRAFFIC

DOOR

2"

2"

3'-0"

3'-4"

2"

7'-0

"

1A

G.H.M.

FRAME,

PAINT

F

SEE SCHED.

SE

E S

CH

ED

UL

E

FLUSH H.M.

DOOR,

PAINT

PEEPHOLE

4"

2"

3'-6"

3'-10"

2"

7'-0

"

6

H.M. FRAME,

PAINT

1" INSULATED GLASS,

TEMPERED, TYP

ALUM. STOREFRONT

ALUM. STOREFRONT

ENTRANCE DOORS

SECTION BETWEEN

DOORS SHALL BE

REMOVABLE

3'-0"

7'-0"

1/2" GYP. BD.

6" METAL STUDS @ 16" O.C.

DEFLECTION TRACK

SCHEDULED BASE

METAL TRACK

PROVIDE BLOCKING WHERE

REQUIRED FOR WALL MOUNTED

ITEMS

CONC. SLAB ON GRADE

EXPOSED STEEL JOISTS

SCHEDULED BASE

1/2" DRYWALL, ONE

SIDE ONLY AT TYPE

"A4" & "A5"

CONC. SLAB ON GRADE

DOUBLE TOP PLATE WD 2X4s

SILL PLATE WD 2X4

2X4 WOOD STUDS @ 16" O.C.


METAL DECK

PROVIDE BLOCKING WHERE

REQUIRED FOR WALL

MOUNTED ITEMS

A1C1

SCHEDULED BASE

1/2" DRYWALL

CONC. SLAB ON GRADE

DOUBLE TOP PLATE WD 2X6s

SILL PLATE WD 2X6

2X6 WOOD STUDS @ 16" O.C.


METAL DECK

PROVIDE BLOCKING

WHERE REQUIRED FOR

WALL MOUNTED ITEMS

B1

T.O

. W

ALL 10-0" @

T

YP

E "A

4"

T.O

. W

ALL 7-6" @

T

YP

E "A

3"

DOUBLE TOP PLATE WD

2X4s AT PARTITION TYPE

"A2" & "A3"

A2 A3 A4 A5

NOTE:

DRYWALL NOT REQUIRED ON UNEXPOSED SIDE

ABOVE COOLERS, INSIDE CHASE AND SIMILAR

LOCATIONS

T.O

. W

ALL T

O A

LIG

N W

IT

H T

OP

OF

F

RE

EZ

ER

@

T

YP

E "A

2"

METAL DECK

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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SCHEDULES

HA

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HRDW.

SET

SIZE TYPEMATERIAL

DOORS

TYPE MATERIAL

DETAILS

JAMB

FRAMES

DEPTH

HEAD SILL

RATING REMARKS

DOOR & FRAME SCHEDULE

NOTES:

1. GLASS SHALL BE TEMPERED WHERE REQUIRED BY CODE.

2. VERIFY ALL WALL DEPTHS, REQUIRED FRAME DEPTHS AND FRAME DIMENSIONS IN THE FIELD.

3. DOOR 110B SHALL HAVE A THRESHOLD, PEEPHOLE, PICK GUARD AND WEATHER STRIPPING.

4. DOORS 100A, 100B, 100C AND 100D SHALL BE KEYED ALIKE. PUSH BAR ON IN AND OUT.

5. DOORS 103A AND 108 SHALL BE KEYED ALIKE

6. DOOR 103B OFFICE CLOSET SHALL BE KEYED SEPARATELY

7. ALL DOORS SHALL HAVE 3 HINGES EXCEPT FOR ENTRANCE DOORS, REFER TO NOTES BELOW

8. ALL HINGES ARE BALL BEARING

9. ALL CLOSURES ARE MEDIUM DUTY

10. ALL LEVER SETS ARE MEDIUM DUTY

11. DOOR HARDWARE SHALL MEET HANDICAP REQUIREMENTS

12. ALL DOORS SHALL HAVE DOOR SILENCERS AND DOOR STOPS INCLUDING RESTROOM STALL DOORS.

13. HARDWARE FOR ALUM. DOORS 100A, 100B, 100C, 100D AND 101A PROVIDED BY MANUFACTURER. HINGES (1 ½ PAIR OF

BUTT HINGES FOR DOOR 101A, CONTINUOUS HINGES FOR DOORS 100A, 100B, 100C AND 100D), DEADLOCK, WITH 5 PIN

CYLINDER (KEYED ALIKE), INTERIOR THUMB TURN, GRADE 1, ADA. CLOSER, WITH ADJUSTABLE SPRING TENSION, ADA

THRESHOLDS (GROUTED SOLID), WEATHER STRIP, & BOTTOM RAIL SWEEP. REFER TO SCHEDULE FOR PUSH BARS AND

PANIC DEVICE. NO PULLS ON ALUM DOORS.

14. CLOSERS ON DOORS INTO STORAGE AND RESTROOMS SHALL BE INSTALLED ON STORAGE AND RESTROOM SIDE SO

THAT THEY ARE NOT VISIBLE FROM THE HALLWAY.

101 VESTIBULE 3'-0" x 7'-0" x 1-3/4" ALUM. -ALUM. - - - - - - - HARDWARE BY DOOR MANUF. - CLEAR ANODIZED ALUM. PUSH BAR ON PUSH SIDE OF "OUT DOOR" - REFER TO NOTES FOR ADDITIONAL HARDWARE

102 VESTIBULE 3'-0" x 7'-0" x 1-3/4" ALUM. -ALUM. - - - - - - - HARDWARE BY DOOR MANUF. - CLEAR ANODIZED ALUM. PUSH BAR ON PUSH SIDE OF "IN DOOR" - REFER TO NOTES FOR ADDITIONAL HARDWARE

103 VESTIBULE 3'-0" x 7'-0" x 1-3/4" ALUM. -ALUM. - - - - - - - HARDWARE BY DOOR MANUF. - CLEAR ANODIZED ALUM. PUSH BAR ON PUSH SIDE OF "OUT DOOR" - REFER TO NOTES FOR ADDITIONAL HARDWARE

104 VESTIBULE 3'-0" x 7'-0" x 1-3/4" ALUM. -ALUM. - - - - - - - HARDWARE BY DOOR MANUF. - CLEAR ANODIZED ALUM. PUSH BAR ON PUSH SIDE OF "IN DOOR" - REFER TO NOTES FOR ADDITIONAL HARDWARE

107 DELI 3'-0" x 7'-0" CASED OPENING ALUM. E H.M. 5 - - - - - - ELIASON DOOR

108 DELI 3'-0" x 7'-0" CASED OPENING ALUM. E H.M. 5 - - - - - - ELIASON DOOR

109 OFFICE 3'-0" x 7'-0" x 1-3/4" H.M. B H.M. 1 - - - - - - LEVER, TRILOGY LOCK, HINGES, WALL STOP

110 OFFICE CLO. 2'-0" x 7'-0" x 1-3/4" H.M. C H.M. 2 - - - - - TRILOGY LEVER, LOCK, PICK GUARD, HINGES, WALL STOP, UNDERCUT DOOR 1"

111 ELEC. RM. 3'-0" x 7'-0" x 1-3/4" H.M. B H.M. 1 - - - - - - PANIC DEVICE, HINGES, CLOSER INSIDE, FLOOR STOP

112 HALLWAY 3'-0" x 7'-0" x 1-3/4" H.M. B H.M. 1 - - - - - TRILOGY LEVER, LOCK, HINGES, CLOSER INSIDE, WALL STOP, FULL HEIGHT AND WIDTH S.S DOOR PROTECTION PLATE ON PUSH SIDE

113 W. RESTROOM 2'-4" x 6'-8" x 1-3/4" H.M. D H.M. 4 - - - - - - OCCUPIED/UNOCUPPIED DEADBOLT, PUSH/PULL DRILLED TO ACCOMMODATE DEADBOLT, HINGES

114 W. RESTROOM 3'-0" x 6'-8" x 1-3/4" H.M. D H.M. 3 - - - - - - OCCUPIED/UNOCUPPIED DEADBOLT, PUSH/PULL DRILLED TO ACCOMMODATE DEADBOLT, (1) HINGE, (1) SPRING HINGE

115 CLOSET 3'-0" x 7'-0" x 1-3/4" H.M. B H.M. 1 - - - - - - PASSAGE LEVER SET, HINGES, CLOSER WITH 90° STOP AND MOUNTED INSIDE CLOSET

116 M. RESTROOM 3'-0" x 6'-8" x 1-3/4" H.M. D H.M. 3 - - - - - - OCCUPIED/UNOCUPPIED DEADBOLT, PUSH/PULL DRILLED TO ACCOMMODATE DEADBOLT, (1) HINGE, (1) SPRING HINGE

117 STORAGE 3'-0" x 7'-0" x 1-3/4" H.M. B H.M. 1 - - - - - - PULL, CLOSER INSIDE, HINGES, CLOSER STOP AT 110°, FULL HEIGHT AND WIDTH S.S DOOR PROTECTION PLATE ON PUSH SIDE

118 STORAGE 3'-0" x 7'-0" x 1-3/4" G.H.M. A G.H.M. 1A - - - - - - GALV, INSUL, PANIC DEVICE (NO HARDWARE OUTSIDE), SCREW ON WEATHER STRIPPING & SWEEP, THRESHOLD, PEEP HOLE, HINGES, CLOSER, 4" HEAD

105 SALES 3'-6" x 7'-0" x 1-3/4" ALUM. -ALUM. - - - - - - - HARDWARE BY DOOR MANUF. - CLEAR ANODIZED ALUM. PANIC DEVICE - REFER TO NOTES FOR ADDITIONAL HARDWARE

106 SALES 4'-0" x 7'-0" CASED OPENING NO DOOR -H.M. - - - - - - - -

DOOR / ROOM

NO.

119 DISHWASHING 3'-6" x 7'-0" x 1-3/4" G.H.M. F G.H.M. 6 8 1/2" - - - - - GALV, INSUL, PANIC DEVICE (NO HARDWARE OUTSIDE), SCREW ON WEATHER STRIPPING & SWEEP, THRESHOLD, PEEP HOLE, HINGES, CLOSER, 4" HEAD

SCALE:

PARTITION DETAILS

023/4" = 1'-0"

SCALE:

DOOR DETAILS

01 1/4" = 1'-0"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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HWC/NM/CS/

A3.04

SCHEDULES

HA

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SHERWIN WILLIAMS

CONTACT

MANUFACTURER

FORMICA

CORIAN

EVOLUTION BRICK

1.800.FORMICA

#SW7506 LOGGIA

#6206-43

PLANKED DELUXE PEAR

COLOR: SERENE SAGE

#Q093 FIREBRICK

CODE

P1

INTERIOR FINISH SCHEDULE

L1

WT1

SS1

4 X 4 GLAZED PORCELAIN CERAMIC TILE

WALL TILE

1/2" SOLID SURFACING

SUPERPAINT INT. LATEX SATIN / PRIMER

PLASTIC LAMINATE ARTISAN FINISH

LOCAL SUPPLIER

BY GENERAL CONTRACTOR

WT2

WB1

WALL TILE

6 X 10, 2 X 10 & 4 X 10 WOOD BEAMS

INTERIOR GENERAL NOTES :

#0190 ARCTIC WHITE

COLLECTION: TERRA800.426.7426

SHERWIN WILLIAMS#SW6221 MOODY BLUE

P2

SHERWIN WILLIAMS#SW7598 SIERRA REDWOOD

P3

ARBORITE

800.361.8712

L3

ARBORITE

800.361.8712

#P-260 CA

TATAMI SABI

L2

PLASTIC LAMINATE CASHMERE FINISH

PLASTIC LAMINATE CASHMERE FINISH #P-354 CA

TATAMI KOKOA

DALTILE4 X 8 GLAZED PORCELAIN CERAMIC TILE

#145 LIGHT SMOKE

WT3

WALL TILE

9/16" FIRED BRICK FLATS

#543 DRIFTWOOD

WT4

WALL TILE

#410 LINCOLN HERITAGE

WT6

4 X 8 GLAZED PORCELAIN TILE

#09 NATURAL GREYWALL TILE

CUSTOM COLOR - QTC1481P 4x8 QT01DALTILE

12 X 12 COLORBODY PORCELAIN TILE

WT7

COVEBASE TILE

#VL78 ACCEN\T BROWN

6 X 36 COLORBODY PORCELAIN TILE

#59 SADDLE BROWN

WT5

WALL/FLOOR TILE

#HH03 TEAK

SCHLUTER SYSTEMS _SCHLUTER.COM

1.800.472.4588- DESIGNLINE 1/4"

FINISH: AT SATIN NICKEL ANODIZED ALUMFINISHING & EDGE-PROTECTION PROFILES

FOR WALLS

WT9

- RONDEC 1/4"USED ON ALL HIGH ABUSE CORNERS W/TILE

#145 LIGHT SMOKE

DALTILE

4 X 4 GLAZED PORCELAIN CERAMIC TILE

SHERWIN WILLIAMS#SW7515 HOMESTEAD BROWN

P4

PRO INDUST. PRECATAL. WATERBASED EPOXY EG-SHEL / FINISH

ELDORADO STONE

800.925.1491

MANUFACTURED STONE VENEER

COLOR: DRY CREEK

MS1

SERIES: STACKED STONE

SHERWIN WILLIAMS#SW6395 ALCHEMY

P5

1. ROUTE ALL ELECTRICAL COMPONENTS TO DECORATIVE LIGHTING OUT OF CUSTOMER'S VIEW.

2. USE ALUMINUM KICK PLATES ON BOTH THE INSIDE AND OUTSIDE OF REST ROOM DOORS. (BY OWNER)

3. ALL FIXTURES ON DOORS TO BE US26D DULL CHROMIUM UNLESS OTHERWISE SPECIFIED.

4. MAIN SALES CABINET TO BE FINISHED IN (L1) ON EMPLOYEE SERVICE SIDE AND SUPPORT AREAS.

5. COOLER DOORS TO BE FACTORY FINISH BLACK FRAMES.

6. SALES FLOOR GONDOLAS TO BE FACTORY FINISHED BLACK.

7. ALL FLOOR TILE GROUT TO HAVE "GROUT BOOST."

8. EXPOSED DUCTWORK MUST BE PRIMED AND PAINTED BEFORE CEILING IS PAINTED.

9. CONTRACTOR SHALL CAULK DOOR JAMBS INSIDE RESTROOMS WITH SANDED CAULK PROVIDED BY LOUISVILLE TILE. ALL OTHER DOOR JAMBS AND MARLITE TO

BE CAULKED WITH SHERWIN WILLIAMS POWER HOUSE 60 YR, COLOR: TO MATCH GROUT

10. ALL GYPBD WALLS SHALL BE PAINTED.

11. PAINT EXPOSED STRUCTURE

12. PROVIDE AND INSTALL RONDEC MTL TRIM AT ALL OUTSIDE TILE CORNERS AND WHERE NOTED ON INTERIOR ELEVATIONS.

13. "GROUT BOOST" TO BE USED TO MIX GROUT INSTEAD OF WATER.

14. ALL EXTERIOR BOLLARDS SHALL BE PAINTED BY NEWCOMB OIL CO

15. INSTALL WHITE CAULK AT ALL WALL TO CEILING JOINTS

16. TOP OF "WT5" TILE SHALL BE APPROXIMATELY 41" ABOVE FINISH FLOOR TO PREVENT THIN CUT TILE AT FLOOR AND CEILING. THE 41” DIMENSION CAN BE

ADJUSTED SLIGHTLY TO ACHIEVE NO LESS THAN HALF A TILE AT THE FLOOR AND CEILING.

CLEAR SEALER

SUPERPAINT INT. LATEX SATIN / FINISH



SALES FLR. & STORAGE ROOM WALLS / DRYWALL

ACCENT ABOVE COOLER WALL / DRYWALL

FRONT DOOR WALL / DRYWALL

DOOR JAMBS / STEEL

ABOVE WALK-IN COOLER / DRYWALL

SHERWIN WILLIAMS

P6

EXTERIOR METAL DOORS / STEEL

PRO INDUSTRIAL URETHANE ALKYD ENAMEL GLOSS / FINISH #SW7598 SIERRA REDWOOD

PRODUCT # OR SERIES

COLOR

AREA / SUBSTRATE

DESCRIPTION / LABEL

A87W01151

A87W01153

A87W01153

K45T00154

A87W01153

B54T00154

DALTILE

DALTILE

DALTILE

#145 LIGHT SMOKE

#145 LIGHT SMOKE

#0190 MOD ARCTIC WHITE

CODE

1D

DESCRIPTION - REFER TO INTERIOR RENDERINGS FOR OVERALL GRAPHIC APPEARANCE.

GRAPHIC DETAIL NOTES (GRAPHICS BY OWNER)

"FIVE STAR" SIGN: THE TEXT IS TO BE 1" DIMENSIONAL TEXT & BACKLIT IN WHITE LED HALO LIGHTING.

CONTACT PARAGON FOR ORIGINAL ARTWORK.

GRAPHIC GENERAL NOTES

3D

4D

5D

"COFFEE BREW" SIGN/GRAPHIC: THE BACKGROUND CIRCLE IS TO BE HUNG FROM THE CEILING BY A CHAIN LINK.

"FREEZE & FOUNTAIN" SIGN: THE BACKGROUND BAND IS TO BE A BRUSHED STAINLESS STEEL METAL.

"RESTROOM", "MENS", & "WOMENS" SIGNS: THE "RESTROOM" TEXT IS TO BE 1/2" THICK DIMENSIONAL & PAINTED ON ALL SIDES.

6D

"GET THE FIVE STAR TREATMENT... EVERY TIME" SIGN: THE TEXT IS TO BE 2" THICK DIMENSIONAL TEXT AND PAINTED ON

7D

"ATM" SIGN: THE TEXT IS TO BE 1/2" THICK DIMENSIONAL TEXT AND OUTLINED IN BRUSHED STAINLESS STEEL.

THE TEXT IS TO BE PAINTED ON ALL SIDES.

THE "COFFEE BREW" TEXT IS TO BE BACKLIT IN RED LED HALO. THE CUP IS TO BE 3D AND PROTRUDING FROM THE CIRCLE.

THE "FREEZE & FOUNTAIN" TEXT ARE TO BE BACKLIT IN BLUE LED HALO LIGHTING.

THE MENS & WOMENS TEXT IS TO BE 1/4" THICK DIMENSIONAL AND FACED IN A BRUSHED STAINLESS STEEL LAMINATE.

ALL SIDES. THE LETTERS ARE TO BE BACKLIT IN YELLOW LED HALO LIGHTING.

8D

9D

"THE BEER CAVE" SIGN/GRAPHIC: THE BACKGROUND OVAL IS TO BE MADE OF BRUSHED STAINLESS STEEL (OR ALUMINUM).

"THE BEER CAVE" TEXT IS TO BE 2" THICK DIMENSIONAL TEXT AND PAINTED ON ALL SIDES.

THE 3 SNOW FLAKES ARE TO BE AT 3 DIFFERENT DEPTHS AND THE ARE TO HAVE BLUE LED HALO LIGHTING PLACED BEHIND

EACH INDIVIDUAL CIRCLE.

ICE WALL GRAPHIC: IS TO BE A DIGITALLY PRINTED WALL GRAPHIC WRAP TO BE APPLIED TO THE INTERIOR WALLS OF THE

BEER CAVE. MAKE SURE ALL ASSEMBLY ELEMENTS ARE ADAPTABLE FOR CONSTANT COLD TEMPERATURES.

NOTE: NOT IN ELEVATIONS - TO BE PROVIDED AS NECESSARY. BY OWNER.

1. DETERMINE ALL GRAPHIC APPLICATIONS BY USING FIELD DIMENSIONS ONLY.

2. NO GRAPHIC SUBSTITUTIONS ARE ALLOWED WITHOUT PARAGON SOLUTIONS OR OWNERS CONSENT.

3. REVIEW ALL FINAL PRODUCTION DRAWINGS WITH PARAGON SOLUTIONS PRIOR TO PRODUCTION.

4. PROVIDE INSTALLATION COSTS UNLESS OTHERWISE NOTED.

FRP-1

MARLITE AT 10'-0"

WALL COVERING

STANDARD COLOR MARLITE

6" CONC. SLAB OVER VAPOR

BARRIER ON 4" GRANULAR FILL

FULLY ADHERED SINGLE PLY

MEMBRANE ROOFING,

OVER 6" INSULATION (R-30),

ON 1.5" MTL. DECKING

COOLER/

FREEZER

BEYOND

JOIST BEARING

EL. 114'-4 1/2"

T.O. - ICF WALL

EL. 116'-0"

03/A5.03

01/A5.04


BARRIER ON 4" GRANULAR

FILL

32" DEEP OPEN WEB

STEEL JOISTS, PTD.


MEMBRANE ROOFING,



RAISED SLAB, SEE PLAN &

STRUCTURAL DRAWINGS

T.O. - ICF WALL

EL. 116'-0"

T.O. - MASONRY / ICF WALL

EL. 116'-0"

03/A5.03

01/A5.03

32LH08 @ 5'-0" O.C.

T.O. MASONRY OP.

EL. 110'-0 3/8"

FINISHED FLOOR (ASSUMED)

EL. 100'-0"

FINISHED FLOOR (ASSUMED)

EL 100'-0"

FINISHED FLOOR

EL 100'-3-1/2"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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A5.01

BUILDING SECTIONS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

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#

44

40

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LC

.

SCALE:

SECTION

011/4" = 1'-0"

SCALE:

SECTION

021/4" = 1'-0"



FILL

32" DEEP OPEN WEB STEEL JOISTS, PTD.


MEMBRANE ROOFING,



SEE DETAIL 2/A-103 FOR

2X FRAMING SUPPORT

FOR GYP. BD. CLG'S

COOLER/

FREEZER

BEYOND

FINISHED FLOOR


JOIST BEARING

EL. 114'-5 1/2"

T.O. - ICF WALL

EL. 117'-10"

FINISHED FLOOR


T.O. - ICF WALL

EL. 113'-4"

01/A5.04

02/A5.03

5'-0"

8'-0"

11'-0"

4'-0"

GATE & GATE POSTS,

CONTRACTOR

FURNISHED,

CONTRACTOR

INSTALLED.

END OF

WALLS:SMOOTH

FACE CMU, TYP.

15'-8"

3'-0" 3'-0"3'-8"

4'-0"

8" 12'-0"

15'-8"

2'-8"

20'-8"

6" REINFORCED CONC. SLAB

14'-8"


8" CMU SPLIT FACE WALL

#4 VERT. @ 4'-0" O.C.

END OF

WALLS:SMOOTH

FACE CMU, TYP.

4" RND. STEEL

BOLLARDS, SEE

BOLLARD DETAIL,

SUPPLIED BY OWNER

4'-0"

(4) ANCHOR BOLTS

CROWNED TOP

3'-0

"

1'-6"Ø

3'-6

"

7

3

/

4

"

7

3

/

4

"

ANCHOR BOLT PLAN

18"Ø REINFORCED CONCRETE

(4) ANCHOR BOLTS

CURB

8"

3'-0

"

1'-0

"

#4 VERT. @ 4'-0" O.C.

@ VERT. BARS: FILL CELLS

W/ CONCRETE

8"

DURO-WALL @ 16" 0.C.

6" CONCRETE SLAB

CONCRETE FOOTING

8" SPLIT-FACE CMU

8"

6'-0

"

TOP UNIT: UPSIDE

DOWN BOND BEAM

5" CRUSHED STONE

FILL CMU UNITS

W/ CONC.

WHERE BELOW

GRADE

(2) #5'S CONTINUOUS

4" DIA. BOLLARD

UNLESS NOTED OTHERWISE,

FILL W/ CONCRETE, DO NOT MOUND TOP,

SUPPLIED BY OWNER

2'-0"

SQUARE PIER

2'-6

"

6'-0

" @

D

UM

PS

TE

R E

NC

LO

SU

RE

4'-0

" @

O

TH

ER

L

OC

AT

IO

NS


CONCRETE PIER

2'-0

"

4" ROUND (RND.) AT DUMPSTER

ENCLOSURE ONLY,

FILL W/ CONCRETE, MOUND TOP OF

CONCRETE,

SUPPLIED BY OWNER

FILL W/ CONCRETE, MOUND TOP OF

CONCRETE AT 6" SQUARE BOLLARDS AT

DUMPSTER ENCLOSURE.

FILL W/ CONCRETE, DO NOT MOUND TOP

OF CONCRETE AT 4" ROUND BOLLARDS

3'-0

" B

UR

Y D

EP

TH

1/8" NPT DRAIN HOLE

FROST LINE

1" WATER LINE

1/2" GRAVEL

VALVE BODY

3/4" NPT

3/4" HOSE CONNECTION

2'-3

1

/8

"

GROUND LEVEL

4" DIA. STEEL COL. FILLED

W/ CONCRETE, 2'-0"X2'-0"X2'-6"

CONCRETE FOOTING, SEE

PLOT PLAN FOR LOCATION

CURB

4'-0"

6'-0"

6" REINFORCED

CONCRETE

SLAB

PROJECT NO:

DRAWN BY:

DATE:

19-3078

----







HWC/NM/CS/

A5.02

BUILDING SECTIONS &

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

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OL

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LC

.

SCALE:

PLAN-DUMPSTER ENCLOSURE

013/4" = 1'-0" SCALE:

TYP. PIPE BOLLARD

021/2" = 1'-0"

SCALE:

WALL SECTION @ DUMPSTER ENCLOSURE

041/2" = 1'-0" SCALE:

POLE LIGHT BASE

051/2" = 1'-0"

SCALE:

AIR & WATER CONC. PAD

061/2" = 1'-0"

SCALE:

SECTION

071/4" = 1'-0"

SCALE:

TYP. YARD SPIGOT

081/2" = 1'-0"

1'-1

1

/8

"

CU

T IC

F

10

'-0

"3

'-0

"

2'-0

"1

'-0

"



GLAZING

1" INSULATED METAL

PANEL

W/ FLUSH GLAZING

PTD. STEEL COLUMN

BRICK VENEER

AIRSPACE

6" ICF WALL

PREFABRICATED

CANOPY,CONFIRM FINAL DESIGN

WITH SUPPLIER, REFER TO

STRUCUTURAL FOR DESIGN

LOADS AND CONNECTION TO

BLDG. SEE EXTERIOR FINISH

SCHEDULE (A-201) FOR COLORS.

OPEN WEB

STEEL

JOISTS, PTD.

MTL. ROOF DECK, PTD.

FULLY ADHERED

SINGLE PLY PVC

ROOF MEMBRANE,

COVERBOARD, RIGID

INSULATION (R-30)

6" CONC. SLAB OVER

VAPOR BARRIER ON 4"

GRANULAR FILL

BRICK VENEER

AIRSPACE

6" ICF WALL

BRICK VENEER

AIRSPACE

6" ICF WALL

FULLY ADHERED

SINGLE PLY PVC

ROOF MEMBRANE,

COVERBOARD, RIGID

INSULATION (R-30)

7'-0"

SURFACE MOUNTED LED


ELECTRICAL DWG'S,

ROUTE CONDUIT ABOVE

DECKING (OUT OF SITE),

SEAL PENETRATIONS IN

DECKING WATERTIGHT

6" ICF, HALF

BLOCK (8" TALL)

6" ICF, HALF

BLOCK (8" TALL)

CONC. SIDEWALK, REFER

TO CIVIL/STRUCTURAL

DWG'S

CONC. FOOTING, REFER

TO STRUCTURAL

NOTE: ALL INTERIOR ICF

WALLS TO RECEIVE

1

2

" (MIN.)

GYP. BD. (15 MIN. THERMAL

BARRIER)

1/2" GYP. BD.

OPEN WEB

STEEL

JOISTS, PTD.OPEN WEB

STEEL

JOISTS, PTD.

SOLDIER COURSE,

1/2" PROJECTION,

TYP.

6" CONC. SLAB OVER

VAPOR BARRIER ON 4"

GRANULAR FILL

6" CONC. SLAB OVER

VAPOR BARRIER ON 4"

GRANULAR FILL

CORNER BRICK

PROJECTION, SEE PLAN

2"

TURN DOWN SLAB @

STOREFRONT WINDOWS

ONLY-

REFER TO STRUCTURAL

DWGS

RIGID INSULATION (2"THK),

24" MIN. LENGTH

(HORIZONTAL + VERTICAL

DIMENSION)

SOLDIER COURSE, SEE

ELEVATIONS

SOLDIER COURSE, SEE

ELEVATIONS

ROWLOCK COURSE, SEE

ELEVATIONS

SOLDIER COURSE, SEE

ELEVATIONS

SOLDIER COURSE, SEE

ELEVATIONS

ROWLOCK COURSE, SEE

ELEVATIONS

FINISHED FLOOR

(ASSUMED) EL.100'-0"

JOIST BRG. (5" JOIST SEAT)

EL.114'-5 1/2"

T.O. ICF - WALL

EL.117'-10"

06/A5.06

(SIM.) 05/A5.06

T.O. ICF - WALL

EL.116'-0"

FINISHED FLOOR


01/A5.06 01/A5.06

05/A5.06

02/A5.06

T.O. ICF - WALL

EL.116'-0"

JOIST BRG. (5" JOIST SEAT)

EL.114'-7"

T.O. MASONRY OPENING

EL.114'-7"

03/A5.06

B.O. STL. PLATE

EL. 110'-0"




DETAIL 07/A5.07.

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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D

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HWC/NM/CS/

A5.03

WALL SECTIONS &

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

WALL SECTION

013/4" = 1'-0" SCALE:

WALL SECTION

023/4" = 1'-0"

SCALE:

WALL SECTION

033/4" = 1'-0"

3'-0

"

8"

1'-4

"

4"C

MU

B

LO

CK

BRICK VENEER

AIRSPACE

6" ICF WALL

FULLY ADHERED

SINGLE PLY PVC

ROOF MEMBRANE,

COVERBOARD, RIGID

INSULATION (R-30)

1'-0

"

6" ICF, HALF

BLOCK (8" TALL)

1/2" GYP. BD.

OPEN WEB

STEEL

JOISTS, PTD.

1'-1 1/8"

CU

T IC

F

1'-6"

LADDER BRACKETS, BOLTED

DIRECTLY TO CONCRETE WALL (CUT

INSULATION, SEAL PENETRATIONS),

PROVIDE BRACKET LENGTH TO

CLEAR GUTTER (16" MIN.)

ROOF LADDER W/ SAFETY

CAGE & 6' HINGED SECURITY

PANEL AND PADLOCK HASP

SOLDIER COURSE, SEE

ELEVATIONS

ROWLOCK COURSE, SEE

ELEVATIONS



GLAZING, THERMALLY

BROKEN FRAMING

1" INSULATED METAL

PANEL

W/ FLUSH GLAZING

4

12

METAL SALES STANDING SEAM PANEL

OVER 30# FELT (OR 40MIL SELF

ADHERING UNDERLAYMENT) OVER 5/8"

ROOF SHEATHING OVER 2X6

WD.RAFTERS, 24" O.C.

SEE ROOF PLAN FOR ADDITIONAL

FRAMING INFORMATION

4X4 T.S. ROOF JOIST, PTD.

REFER TO STRUCUTRAL

DWG'S

1.5" PTD. MTL. DECKING

INSULATION

80

C

OU

RS

ES

MTL. CLAD INFILL PANEL

W/ 3/4" EXT. GR. PLYWD.

CORE FOR MOUNTING OF

OWNER SUPPLIED SIGN.

COORD. W/ SIGN SUPPLIER

& OWNER

PREFABRICATED CANOPY,CONFIRM FINAL

DESIGN WITH SUPPLIER, REFER TO

STRUCTURAL FOR DESIGN LOADS AND

CONNECTION TO BLDG. SEE EXTERIOR FINISH


SURFACE MOUNTED LED LIGHT FIXTURE,

REFER TO ELECTRICAL DWG'S, ROUTE

CONDUIT ABOVE DECKING (OUT OF SITE), SEAL

PENETRATIONS IN DECKING WATERTIGHT

PREFABRICATED

CANOPY,CONFIRM FINAL DESIGN

WITH SUPPLIER, REFER TO

STRUCUTURAL FOR DESIGN

LOADS AND CONNECTION TO

BLDG. SEE EXTERIOR FINISH


SURFACE MOUNTED LED


ELECTRICAL DWG'S,

ROUTE CONDUIT ABOVE

DECKING (OUT OF SITE),

SEAL PENETRATIONS IN

DECKING WATERTIGHT

3'-0"



GLAZING, THERMALLY

BROKEN FRAMING



GLAZING, THERMALLY

BROKEN FRAMING

FLASHING

MTL. FASCIA PANEL (TO MATCH

& FLUSH WITH

STOREFRONT),OVER WEATHER

BARRIER ON 3/4" SHEATHING

W SECTION

BEAM-REFER TO

STRUCTURAL DWG'S

1/2" GYP. BD. OVER 2X FRAMING

SPRAY FOAM INSULATION

WD. BLOCKING

2"

CONC. FOOTING, REFER TO STRUCTURAL

TURN DOWN SLAB @

STOREFRONT WINDOWS ONLY-

REFER TO STRUCTURAL DWGS

THICKENED SLAB (SEE

PLAN) OVER VAPOR


FILL

5 5/8"

FACE OF BRICK

BEYOND

FACE OF BRICK

BEYOND

ALUM. ANGLE CLOSURE @

RAISED SLAB TO

STOREFRONT

INTERSECTION


24" MIN. LENGTH


DIMENSION)

TURN DOWN SLAB @

STOREFRONT WINDOWS

ONLY-

REFER TO STRUCTURAL

DWGS


24" MIN. LENGTH


DIMENSION)

(2) HSS3X2X1/4" SIGN

SUPPORTS

WELD HSS3X2X1/4" TO STEEL

PLATE

3"

WELD HSS3X2X1/4" TO

STEEL BEAM

SOLDIER COURSE, SEE

ELEVATIONS

FINISHED FLOOR


JOIST BRG.

EL. 113'-4"

B.O. - STEEL

EL. 120'-0 3/8"

B.O. - MASONRY OPNG.

EL. 117'-9 3/8"

B.O. STEEL

EL. 110'-2"

03/A5.06

04/A5.06

02/A5.07

01/A5.07

T.O. MASONRY / ICF

EL. 116'-0"

FINISHED FLOOR

(ASSUMED) 100'-0"

02/A5.06 (SIM.)

05/A5.06

03/A5.06 (SIM)

TOP RUNG OF LADDER TO BE

1" ABOVE TOP OF GUTTER




DETAIL 07/A5.07.




DETAIL 07/A5.07.

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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PR

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CO

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ections &

D

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C

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HWC/NM/CS/

A5.04

WALL SECTIONS &

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

WALL SECTION

013/4" = 1'-0" SCALE:

WALL SECTION

023/4" = 1'-0"

SCALE:

WALL SECTION

033/4" = 1'-0"


REFER TO STRUCUTRAL

DWG'S

1 1/2" PTD. MTL. DECKING

INSULATION

W SECTION BEAM, REFER

TO STRUCTURAL DWG'S

1'-1

1

/8

"

CU

T IC

F

1

2

" GYP. BD.

6" ICF WALL

STOREFRONT TRANSOM

BLOCKING&SHIM AS

REQUIRED

FACE OF BRICK BEYOND

TO PARAPET BEYOND

MTL. SALES FLAT WALL PANEL.

APPROVED EQUAL. COLOR: "EX-4"

SEE SCHEDULE ON A-201

COMPATIBLE SEALANT & TERM. BAR.

±12"

VA

RIE

S W

/

RO

OF

S

LO

PE

,

8" M

IN

.

"TYVEC" WEATHER

BARRIER OR EQUAL OVER

1/2" SHEATHING

VESTIBULE

VOID

VOID

MEATL SALES STANDING SEAM PANEL

OVER 30# FELT OVER (OR 40MIL SELF

ADHEREING UNDERLAYMENT) 5/8"

ROOF SHEATHING OVER 2X6

WD.RAFTERS, 24" O.C.

SEE ROOF PLAN FOR ADDITIONAL

FRAMING INFORMATION

GUTTER, WHERE OCCURS,

SEE ROOF PLAN

2X6 WD.

STUD WALL,

16" O.C.

BATT

INSULATION

(OR SPRAY

FOAM)

±3'-6"

MT

L. W

AL

L P

AN

EL

H

T.,F

.V

.

MTL. FASCIA & SOFFIT

OVER WEATHER

BARRIER OVER 1/2"

PLYWD. SHEATHING

BLOCKING AS REQUIRED

1.5" PTD. MTL. DECKING

PTD. STEEL JOISTS

3'-6 3/16"

B.O. STOREFRONT HDR.

EL. 107'-0"

B.O. STEEL

EL. 110'-0 7/8"

B.O. STEEL

EL. 120'-0 3/8"




DETAIL 07/A5.07.

4

12


REFER TO STRUCUTRAL

DWG'S

1 1/2" PTD. MTL. DECKING

INSULATION

PERIMETER T.S. MEMBER,

ALIGN WITH O.S. FACE OF

ICF WALL

PTD. MTL. GUTTER

SOFFIT VENT, CONT.

PTD. MTL FASCIA AND SOFFIT, OVER WEATHER

BARRIER ON 1/2" PLYWD. SHEATHING OVER

BLOCKING, SEE SIM. DETAILS

METAL SALES STANDING SEAM PANEL OVER 30# FELT (OR 40MIL

SELF ADHEREING UNDERLAYMENT) OVER 5/8" ROOF SHEATHING

OVER 2X6 WD.RAFTERS, 24" O.C.

SEE ROOF PLAN FOR ADDITIONAL FRAMING INFORMATION

4 1/2"

B.O. STEEL

EL. 120'-0 3/8"

1'-9 1/4"

2'-0 3/4" OUTSIDE OF ANGLES

REMOVABLE EXPANDED

METAL GRATE AND

2X2X1/4" STEEL ANGLE

FRAME WITH CENTER

1/4" STEEL BAR

2'-3" FACE OF FRAMING

2'-2" FACE OF CONC.

2'-0"

MARLITE, CAULK EDGES

INCLUDING BOTTOM AT FLOOR

CONCRETE WALL UP TO 2'-0"

2X4 WD STUD WALL

ABOVE CONCRETE WALL

PRE-MOLDED

PLASTIC FLOOR

SINK, TOP FLUSH

WITH FLOOR

MECH. CHASE

1/2" GYPBD

1/2" GYPBD

1/2" GYPBD DOWN

FACE OF CONC.

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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HWC/NM/CS/

A5.05

WALL SECTIONS &

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

WALL SECTION

013/4" = 1'-0" SCALE:

FLOOR SINK SECTION

021-1/2" = 1'-0"

SCALE:

WALL SECTION

033/4" = 1'-0"

8"

2"

8"

2'-0

1

2"

3/4"

2 3/4"

2 3/4"3 3/4" 6 1/2"

ALIG

N

SEALANT AT

PROJECTED

BRICK

(C0RNERS)


2" 4 1/2"

4"

4"

IC

F B

OO

ST

ER

24 GA. PTD. MTL. FASCIA

METAL, COLOR: SEE

EXTERIOR FINISH

SCHEDULE

CONT. CLEAT,

ANCHOR TO

BLOCKING

EXP. FASTNER W/

WASHER, PTD. TO MATCH

FASCIA COLOR

24GA. MTL. PARAPET CAP

COLOR:SEE EXTERIOR

FINISH SCHEDULE

24GA. MTL. SOFFIT

COLOR:SEE EXTERIOR

FINISH SCHEDULE

1/2" PLYWD.

SHEATHING

BLOCKING, TYP.

EXTEND FULLY

ADHERED MEMBRANE

OVER AND DOWN

PARAPET AS INDICATED

EXPOSED FASTNER

PVC MEMBRANE

(FULLY ADHERED),

OVER 1/2" PLYWD.

SHEATHING, TERM.

OVER TOP OF

PARAPET

6" ICF WALL (11 1/4"

OUTSIDE TO

OUTSIDE)

11 1/4"

AIRSPACE

COVERBOARD OVER

RIGID INSULATION (R-30)

PARAPET MEMBRANE

FLASHING, TERM. BAR &

FASTNERS

HEAT WELDED STRIP

FLASHING

WEATHER

BARRIER

SEAL WEATHER

BARRIER TO ICF

WALL

3/4" PLYWD.

SHEATHING

2x62x6

SHIM

2x4 2x4

RIPPEDRIPPED

2x6

2x8 @ 24" O.C.

2x6

SHIM

2X8 @ 24" O.C.

1/2"X8" J-BOLT @

2X8'S (24" O.C.)

CONT. BLOCKINGCONT. BLOCKING

6"

10 3/4"

1'-61/4"

1'-4 3/4"

2 1/2"3/4"

4"

SLOPE: 1/4" PER FT. MIN.

6 3/4"

4 1/2"

7"

4 1/2"

COVERBOARD OVER

RIGID INSULATION (R-30)

PARAPET MEMBRANE

FLASHING, TERM. BAR &

FASTNERS

HEAT WELDED STRIP

FLASHING

HEX HEAD FASTNERS

W/ NEOPRENE

WASHERS, 24" O.C. MAX.

24GA. MTL. PARAPET CAP

COLOR:SEE EXTERIOR

FINISH SCHEDULE

BLOCKING, TYP.

5 1/4"

WEATHER BARRIER

OVER 1/2" PLYWD.

SHEATHING

CONT. CLEAT

3/4" PLYWOOD

1/2" PLYWOOD

BRICK VENEER

AIRSPACE

6" ICF

5" JOIST SEAT


METAL, COLOR: SEE

EXTERIOR FINISH

SCHEDULE

2x8 @ 24" O.C.

2x4

2x4

2x4

RIP

3/4" THK RIP

2X8 @ 24" O.C.

1/2"X8" J-BOLT @

2X8'S (24" O.C.)

3/8" PLYWD RIP

5"

1"

6"

BLOCKING

FULLY ADHERED SINGLE

PLY PVC ROOF MEMBRANE,

COVERBOARD, RIGID

INSULATION (R-30)

SPRAY FOAM

INSULATION

MTL. DECKING

6" ICF WALL,

CUT TOP

BLOCK

5" JOIST SEAT,TYP.

BRG. PLATE,

REFER TO

STRUCTURAL

STEEL ANGLE

BETWEEN JOISTS,

REFER TO

STRUCTURAL

5 3/4" 10"

4"X5" DOWNSPOUT,

SLEEVE & ROUTE

BELOW GRADE

EXTEND BASE

FLASHING DOWN

SHEATHING

STRAP @ 3' O.C., MAX.

DRIP EDGE & TERM. BAR.

STRIP FLASHING

STEEL ANGLE

ROOF LADDER

3/4" PLYWD SHEATHING

2"

EX3

EX4

EX4

STOREFRONT SYSTEM

ALUM. SILL FLASHING

SEALANT & BACKER

PTD. STL. COL.

4" CONC. SLAB OVER

VAPOR BARRIER ON 4"

GRANULAR FILL

7 1/8"

1 1/2"

4 1/2"

CONC. SIDEWALK,

REFER TO STRUCTURAL,

SLOPE AWAY FROM

BUILDING


24" MIN. LENGTH


DIMENSION)

TURN DOWN SLAB @

STOREFRONT WINDOWS

ONLY-

REFER TO STRUCTURAL

DWGS

TILE TO STORE FRONT

2X WOOD TRIM,

SEE INTERIOR

ELEVATIONS

1/2" GYP. BD.

RIGID INSULATION

BLOCKING

1/2" GYP. BD. OVER

RIGID INSULATION

3/8"

PTD. STEEL COL.

1/2" STEEL PL. LINTEL,

GALV. & PTD., REFER TO

STRUCTURAL

CUT BRICK

FLASHING OVER 1/2" SHEATHING

SEAL TOP OF FLASHING

SEALANT

FLASHING

CANOPY

CANOPY GUTTER

WEEPS


1'-1 1/8"

CU

T IC

F

W10

STOREFRONT SYSTEM

BRICK VENEER

6" ICF WALL

SEALANT

7 1/8"3"

ANGLE FOR ANCHORAGE

OF CANOPY, REFER TO

STRUCTURAL DWG'S

AIRSPACE

2x4

2x4

2x4

2'-0"

2'-0"

4" C

MU

B

LO

CK

THRU-WALL FLASHING

WEEPS

GRADE

T.O. SLAB

6" ICF (11 1/4"

OUTSIDE TO

OUTSIDE OF FORM)

CONC. FOOTING,

REFER TO

STRUCTURAL

6" ICF HALF-BLOCK

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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C

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HWC/NM/CS/

A5.06

WALL SECTIONS &

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

SECTION DETAIL

033" = 1'-0"

SCALE:

SECTION DETAIL

063" = 1'-0" SCALE:

SECTION DETAIL

053" = 1'-0" SCALE:

SECTION DETAIL

043" = 1'-0"

SCALE:

SECTION DETAIL

023" = 1'-0" SCALE:

SECTION DETAIL

013" = 1'-0"

2X WOOD FRAMING &

BLOCKING,

INSULATION

1/2" GYP. BD.

W SECTION STEEL BEAM

BRICK SHELF ANGLE

ANCHORED TO T.S., REF:

STRUCTURAL DWG'S


2"

BRICK VENEER

AIRSPACE

WEATHER

BARRIER OVER

1/2" PLYWD.

SHEATHING

FLASHING

WEEPS

SEALANT

STOREFRONT

7 1/8"

T.S. HEADER, REF: STRUCTURAL

8 1/8"

3 1/2"4 5/8"

2x6

2x6 2x4

2x6

2x6

2X10 CEDAR

9 1/4"

1 3/4"

2X6 PINE

PAINT

FULL WALL TILE AT

TOP

1/2" GYPBD

LED ROPE LIGHT

1/2" PLYWD FILLER

AT THRU BOLDS

(2) 2X8 WD FRAMING

2X4 WD FRAMING

1/2" DIA. ROD, MAX SPACING 4'-0"

O.C., SUSPEND FROM STRUCTURE.

REFER TO STRUCTURAL DRAWINGS

FOR DETAIL AT TRUSSES.

1/2" X 3 1/2" X 5"

STEEL PLATE AT

RODS

3/8" DIA. RECESSED THRU

BOLTS, 2 ROWS @ 24” O.C.

STAGGERED

COOLER BY

OTHERS

REFER TO ELEVATIONS

AND FINISH PLAN FOR

WALL FINISHES

1/4" CEMENT BOARD

NO GYPBD THIS SIDE

ABOVE COOLER

DOUBLE NUT AT

TOP AND BOTTOM

OF HANGING ROD

B.O. - CEDAR

EL. 107'-8"

B.O. - BUILT UP BEAM

EL. 108'-0"

1/2" PLYWD FILLER

AT THRU BOLDS

(2) 2X8 WD FRAMING

2X4 WD FRAMING

1/2" DIA. ROD, MAX SPACING

4'-0" O.C., SUSPEND FROM

STRUCTURE. REFER TO

STRUCTURAL DRAWINGS

FOR DETAIL AT TRUSSES.

1/2" X 3 1/2" X 5"

STEEL PLATE AT

RODS

3/8" DIA. RECESSED THRU

BOLTS, 2 ROWS @ 24” O.C.

STAGGERED

1/2" GYPBD

NO GYPBD THIS SIDE

ABOVE COOLER

REFER TO

ELEVATIONS AND

FINISH PLAN FOR

WALL FINISHES

COOLER BY

OTHERS

1/4" CEMENT BOARD

DOUBLE NUT AT

BOTTOM OF

HANGING RODB.O. - BUILT UP BEAM @ BEER CAVE

EL. 111'-0"

B.O. - BUILT UP BEAM @ COOLER

EL. 108'-0"

2 3/4"

3/4"

8"

2 3/4"

3/4"

3 1/4"

3"

3"

8 7/8" 2 3/4"

4X4 TS ROOF FRAMING,

REFER TO STRUCUTRAL

DWG'S

INSULATION

1 1/2" ROOF DECK

SOFFIT VENT,CONT.

SEE ROOF PLAN

PTD. MTL. GUTTER


METAL SALES, COLOR: "EX-4" SEE

EXTERIOR FINISH SCHEDULE ON A3.04

WEATHER BARRIER

OVER 1/2"SHEATHING


2X WD. FRAMING

TEE PANEL STANDING SEAM PANEL

OVER UNDERLAYMENT OVER 5/8"

ROOF SHEATHING


5/8" 4 5/8" 5 5/8"

BATT INSULATION

(OR SPRAY FOAM)

EXTEND UNDERLAYMENT

DOWN BEHIND DRIP

FLASHING

DRIP FLASHING

2X FASCIA BOARD

6 5/8"

1/2"

9 1/8"

2x6 ROOF RAFTERS, 24" O.C.,

SEE ROOF PLAN FOR KNEE

WALL SUPPORT AT MIDSPAN

OF RAFTERS

2x6 RIP

2x6 RIP

2x4 R

IP

2x4 R

IP

2x4

2x6

S1

29

9320

REFER TO STRUCTURAL

DETAIL FOR BUCK

ATTACHMENT

6" ICF WALL, REFER

TO STRUCUTRAL

DWG'S FOR

REINFORCING

MASONRY TIE FASTENED TO

ICF BLOCKS, ICF TIE WEB

MEMBER W/A CORROSION

RESISTANT SCREW ANCHOR

2X12 WINDOW BUCK

1/2" GYP. BD. MIN. (15

MINUTE THERMAL

BARRIER)

T.S. COL., PTD.

TO MATCH

ALUMINUM STORE

FRONT

2"

1/2"

3"

4 1/2"

8 3/4"

11 1/4"

7/8"

3 5/8"

8 1/4"

1/2"

1/2"

2 5/8"

5/8"

4 1/2"

3"

4 1/2"

8 3/4"

1/2" 2"

11 1/4"

1/2"

7/8"

3 5/8"

8 1/4"

1/2"

2"2"2"

REFER TO STRUCTURAL

DETAIL FOR BUCK

ATTACHMENT

2X12 WINDOW/DOOR BUCK

MASONRY TIE FASTENED TO

ICF BLOCKS, ICF TIE WEB

MEMBER W/A CORROSION

RESISTANT SCREW ANCHOR

SEALANT (TYPICAL)

RECESS SEALANT BACK

FROM FACE OF ALUM.

FRAME.

THERMALLY BROKEN ALUM. FRAME

(DARK BRONZE)

3'-6"

DOOR OPENING

SEALANT, TYP.

SEALANT, TYP.

1" INSULATED GLASS

(BRONZE OVER CLEAR)

TYPICAL

SEE ELEVATIONS FOR

LOCATIONS OF 1" INSULATED

PANELS IN LOWER SECTIONS

NOTE: 1" INSULATED PANELS:

26GA. ALUM./PORCELAN SURFACE BOTH FRONT

& REAR ON 1/8" WATER RESISTANT HARDBOARD

SUBSTRATE,COLOR TO BE SELECTED BY OWNER

(COLOR TO MATCH ALUM. STOREFRONT)

BRICK VENEER

BRICK VENEER

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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Y:H

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OLD

C

OX

HWC/NM/CS/

A5.07

WALL SECTIONS &

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

STOREFRONT JAMB

05 3" = 1'-0" SCALE:

STOREFRONT JAMB

04 3" = 1'-0" SCALE:

STOREFRONT JAMB

033" = 1'-0" SCALE:

SECTION DETAIL

01 3" = 1'-0"

SCALE:

SECTION DETAIL: HEAD DTL.

073" = 1'-0" SCALE:

SECTION DETAIL: HEAD DTL.

063" = 1'-0" SCALE:

SECTION DETAIL

023" = 1'-0"

4" CONC. SLAB ON GRADE

VAPOR BARRIER

1" RIGID INSULATION

4" #57 STONE

8'-0"

8'-0"

4" CONC. SLAB ON GRADE

VAPOR BARRIER

4" #57 STONE

(2) #5 REBAR

SLOPE

5" THICK

PREFAB

COOLER BY

OWNER

8'-0"

8'-4"

SLOPE

FREEZER COOLER

P.T. 1X SLEEPER

UNDER FREEZER

FLOOR

4 3/4"

5" THICK

PREFAB

COOLER BY

OWNER

7'-0"

DRYWALL JAMB

BEYOND

COOLER DOOR

FRAME

FREEZER DOOR

BEYOND

4" F

RE

EZ

ER

F

LO

OR

(2) #5 REBAR

#4 REBAR CONTINUOUS

#4 REBAR @ 18" O.C.

OPTIONAL CONSTRUCTION

JOINT

1'-0"

6X6 W2.1XW2.1 WWF

8"

2'-0"2'-0"

2" AIR GAP

(2) #5 REBAR

(2) #5 REBAR

1'-0"

2'-0"

#4 REBAR @ 18" O.C.

OPTIONAL CONSTRUCTION

JOINT

8"

#4 REBAR CONTINUOUS

2'-0"

6X6 W2.1XW2.1 WWF

7'-6"

MEMBRANE

ROOFING SYSTEM.

INSTALL PER

MANUFACTURE'S

INSTRUCTIONS.

TERM BAR.

INSTALL PER

MANUFACTURE'S

INSTRUCTIONS.

COOLER/FREEZER

STRUCTURAL ATTACHMENT

DETAILS PROVIDED BY

MANUFACTURER

T.O. - R.O.

EL. 107'-9 1/2"

T.O. - SLAB

EL. 100'-3 1/2"

COOLER/FREEZER

STRUCTURAL ATTACHMENT

DETAILS PROVIDED BY

MANUFACTURER

T.O. - SLAB

EL. 100'-3 1/2"

T.O. - FREEZER SLAB

EL. 99'-10 3/4"

03/A5.0803/A5.08

MEMBRANE ROOFING

SYSTEM. MEMBRANE

OVER ROOFING BOARD

OVER TAPERED

INSULATION. INSTALL PER

MANUFACTURE'S

INSTRUCTIONS.

TERM BAR.

INSTALL PER

MANUFACTURE'S

INSTRUCTIONS.

5" THICK

PREFAB

COOLER BY

OWNER

8" M

IN

SEALANT

2"

3/8" X 7" X 7" STEEL BENT PLATE

w/ 1/2" DIA. HILTI HAS ROD @ 24"

O.C. w/ 3 1/2" EMBED USING

HY200 EPOXY.

3/4" BC PLYWD,

HEAD AND JAMB,

PAINT

WD CASING, HEAD

AND JAMB, PAINT

BATT INSULATION

T.O. BRICK LEDGE

EL. 108'-6"

T.O. - R.O.

EL. 107'-9 1/2"

PROJECT NO:

DRAWN BY:

DATE:

19-3078

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all S

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g - D

AT

E: F

eb 14, 2020 2:45P

M - B

Y:H

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OLD

C

OX

HWC/NM/CS/

A5.08

WALL SECTIONS &

DETAILS

HA

RR

OD

SB

UR

G, K

EN

TU

CK

Y 4

03

30

97

8 S

. C

OL

LE

GE

S

T.

FIV

ES

TA

R S

TO

RE

#

44

40

NE

WC

OM

B O

IL

C

O., L

LC

.

SCALE:

SECTION DETAIL

021/2" = 1'-0" SCALE:

SECTION DETAIL

011/2" = 1'-0"

SCALE:

SECTION DETAIL

033" = 1'-0"

fivestar store #4440 newcomb oil co., llc. · 2020-04-15 · m2.01 floor plan m3.01 mechanical...

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