FIVE STAR STORE# 1851 NEWCOMB OIL CO., LLC.€¦ · p2.02 floor plan - water & gas p2.01 floor plan - sanitary, waste & vent project: newcomb oil co., llc. newcomb oil co., llc. -

ARCHITECT:

KEYES ARCHITECTS AND ASSOCIATES

3005 TAYLOR BOULEVARD

LOUISVILLE, KENTUCKY 40208

PH: (502) 636-5113

CONTACT:

ARCHITECT: CHARLES J. KEYES III

EMAIL:

DAN KLINE

[email protected]

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:

3,697.0 s.f.

BUILDING ADDITION:

s.f.

TOTAL BUILDING SIZE:

s.f.

FIRE SUPPRESSION:

OCCUPANCY ALLOWANCE

FUNCTION OF SPACE ALLOWANCE AREA OCCUPANCY

MERCANTILE

60.0 (GR.) 12,500 61.60000

TOTAL OCCUPANCY ALLOWANCE: 61.600000

REVISIONS:

00-00-00

1

NOTE

SYMBOL

NEWCOMB OIL CO., LLC.

122 EAST STEPHEN FOSTER AVE.,

BARDSTOWN, KENTUCKY 40004

FIVE STAR STORE# 1851

OWNER

NEWCOMB OIL COMPANY, LLC.

951 WITHROW CT.


PH: (502)-348-3961

GENERAL CONTRACTOR

BCD, Inc.

1962 FILIATREAU LANE


PH: (502)-348-2305

WEB: www.bcdinc.com

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

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 Framing Plan

S1.06 Structural Sections & Details



Life Safety Plans

LS1.01

Life Safety Plan

Floor Plans

A1.01 Floor Plan

A1.02 Dimesnion Plan

A1.03

Equipment and Casework Plan

A1.04 Finish Plan

A1.05

Reflected Ceiling Plan

A1.06

High Roof Framing Plan

A1.07 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 & Details

A5.02

Building Sections & Details

A5.03 Wall Sections & Details





Mechanical

M1.01

Mechanical Legend &

Schedules

M2.01 Floor Plan

M3.01 Mechanical Sections & 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

P2.02 Floor Plan - Water & Gas

P2.01

Floor Plan - Sanitary, Waste &

Vent

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

DETAILS FOR VAPOR BARRIER

AND STONE BASE.

HATCH INDICATES SLAB

ELEVATION CHANGE. SEE

DETAIL 05/F2.01 FOR

HEIGHT DIFFERENCE

LINE INDICATES EDGE OF

1" RIGID INSULATION

PROVIDE 1" RIGID INSUL. BELOW

THE SLAB UNDER COOLER UNITS

SEE ARCH.

PROVIDE 1" RIGID INSUL. BELOW

THE SLAB UNDER COOLER UNITS

SEE ARCH.

SLAB BLOCK OUT FOR

EQUIPMENT. SEE ARCH & MECH.

PROVIDE (2) #4x48" @

ALL SLAB REENTRANT

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COL. HSS 5 1/2"x5 1/2"x1/4"

SEE TYP. DETAILS FOR

BASE PLATE

4'-0"x4'-0"x1'-0" THICK

FOOTING W/ #5 BAR

@ 12" O.C. E.W.

COL. HSS 5 1/2"x5 1/2"x1/4"


BASE PLATE

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@ 12" O.C. E.W.

COL. HSS 5 1/2"x5 1/2"x1/4"


BASE PLATE

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@ 12" O.C. E.W.

46'-6 1/8"

18'-6 1/2"

SEE SHEET 02/A2.01

FOR DUCT PENETRATION

DETAILS. SEE ARCH.

FOR LOCATION

1'-11 1/2"

4" SLAB ON GRADE W/

6x6 W1.4xW1.4 WWF

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

DETAILS FOR VAPOR BARRIER

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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:

19-3017

2019-07-11

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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#4 @ 24" O.C.

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PROJECT NO:

DRAWN BY:

DATE:

19-3017

2019-07-11







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FOUNDATION DETAILS

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SCALE:

SECTION

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

SECTION

02 3/4" = 1'-0" SCALE:

NOT USED

03 3/4" = 1'-0"

SCALE:

SECTION

04 3/4" = 1'-0" SCALE:

SECTION

05 3/4" = 1'-0" SCALE:

SECTION

06 3/4" = 1'-0"

SCALE:

SECTION

07 3/4" = 1'-0"

PROJECT NO:

DRAWN BY:

DATE:

19-3017

2019-07-11







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GENERAL NOTES

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GENERAL NOTES:BUILDING CODE, 2013 KEB\NTUCKY BUILDING CODE (2012 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

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.

3. WIND LOADS:

BASIC WIND SPEED: 115 MPH

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: NELSON

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 CAPA.C.I.TY:

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 EXCLUDING THE CONCRETE FOR THE CANOPY - (INCLUDING SLABS ON GRADE, FOUNDATIONS, FOUNDATIONWALLS, ICF WALLS, ETC.) SHALL BE NORMAL WEIGHT AND SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH 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 PLA.C.I.NG OF REINFORCING SHALL CONFORM TO APPLICABLE PROVISIONS OF A.C.I. 315 AND A.C.I. 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 PLA.C.I.NG 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, ANCHOR BOLTS 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 TO 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 OR DURING DELIVERY.

CONCRETE PLACEMENT:

1. BEFORE PLA.C.I.NG CONCRETE, COMPLETE AND INSPECT FORM-WORK INSTALLATION. VERIFY REINFORCING STEEL PLACEMENT, SIZES, SPLICESAND EMBEDS TO BE CAST IN.

2. COMPLY WITH A.C.I. 304R “RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLA.C.I.NG CONCRETE”.

3. DEPOSIT AND CONSOLIDATE CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 18” AND IN A MANNER TO PREVENT INCLINEDCONSTRUCTION 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 A.C.I. 306R.

6. WHEN HOT WEATHER CONDITIONS EXIST THAT WOULD IMPAIR QUALITY AND STRENGTH OF CONCRETE, PLACE CONCRETE IN COMPLIANCEWITH A.C.I. 305R. CONCRETE AT TIME OF PLACEMENT SHALL BE LESS THAN 90 DEG“F” AND SHALL BE MAINTAINED SO THAT THE TEMPERATUREDOES NOT EXCEED 90 DEG “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 SURFACE WITH 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 RE-TEMPER PRIOR TO FINISHING.

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

5. CONTROL JOINTS FOR SIDEWALKS SHALL 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 MASTERKURE HD 200WB.

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 2018 of KENTUCKY 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 (S.J.I.) 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 BRA.C.I.NG, 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 KENTUCKY. 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 S.J.I. SPECIFICATIONS, INCLUDING HEADERS AND OTHER SUPPORT FRAMING.VERIFY DRAWING DIMENSIONS AND FIELD CONDITIONS PRIOR TO FABRICATION.

6. PROVIDE HORIZONTAL OR DIAGONAL TYPE BRIDGING FOR JOISTS, COMPLYING WITH S.J.I. “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 S.J.I. “SPECIFICATIONS”, UNLESS OTHERWISEINDICATED.

8. CAMBER JOISTS TO ALLOW FOR DEAD-LOAD DEFLECTION AS PROVIDED IN THE S.J.I. “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. S.D.I “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 S.D.I 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 S.D.I DESIGN MANUAL FOR FLOOR AND ROOF DECK, AS WELL AS WITHMANUFACTURER'S RECOMMENDATIONS AND FINAL SHOP DRAWINGS. PROVIDE WELDING IN ACCORDANCE WITH S.D.I 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"

NO SUPPLEMENTARY

ANGLES REQ'D

IF CONCENTRATED IN

THIS AREA, 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 5 1/2" x 5 1/2" 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:

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NOTE:

IN ALL CASES, ALL CRITERIA IN DETAIL

(REINFORCEMENT AROUND OPENINGS0

WILL BE MET.

NOTE:

IN ALL CASES, ALL CRITERIA IN DETAIL

(REINFORCEMENT AROUND OPENINGS0

WILL BE MET.

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

073" = 1'-0" SCALE:

TYP. HSS 5.5x5.5 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:

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STRUCTURAL DETAILS

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SCALE:

TYP. SIDEWALK & EXTERIOR PAVEMENT, CONTROL

JOINT DETAIL

013" = 1'-0" SCALE:

TYP. 2x ATTACHMENT TO ICF @ NEW OPENING

PERIMETER

023" = 1'-0"

BE

VE

RA

GE

CO

OL

ER

IC

E

MA

KE

R

MA

U

EF

BE

ER

C

AV

E

AF

JOIST MANUFACTURER SHALL

DESIGN THE JOIST FOR 1000

lbs. MAKE UP AIR UNIT.

COORDINATE SIZE AND

LOCATION W/ MECH.

HATCHED ARE INDICATES

TYPE 1 DECK FASTENING

7 SPACES @ 4'-0" O.C. = 30'-2"

3" 3"

P1 P1 P1 P1

P1

P1

P1

P1

P1

P1

P1

P1

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

P2 P2 P2

P2 P2

P2

SLO

PE

R

OO

F A

ND

S

TR

UC

TU

RE

: .25/12

1.54B20 ROOF DECKING

W/ TYPE 2 FASTENING

UNLESS OTHERWISE

NOTED

32LH

O8 JO

IS

TS

@

5'-0" O

.C

.

32LH

O8 JO

IS

TS

@

5'-0" O

.C

.

32LH

O8 JO

IS

TS

@

5'-0" O

.C

.

32LH

O8 JO

IS

TS

@

5'-0" O

.C

.

32LH

O8 JO

IS

TS

@

5'-0" O

.C

.

AF

AF


DESIGN THE JOIST FOR 650 lbs.

CONDENSER UNIT. COORDINATE

SIZE AND LOCATION W/ MECH.


DESIGN THE JOIST FOR 130 lbs.

CONDENSER UNIT. COORDINATE

SIZE AND LOCATION W/ MECH. XX/X.XX

01/S1.07 (SIM.)

01/S1.07 (SIM.)

02/S

1.06

01/S

1.07 (S

IM

.)

02/S1.06

01/S

1.07 (S

IM

.)

XX/X.XX

XX

/X

.X

X

XX

/X

.X

X

XX/X.XX

XX

/X

.X

X

SLOPE ROOF 12/12

SLOPE ROOF 6/12

SLO

PE

R

OO

F 6/12

SLOPE ROOF 12/12

XX/X.XX

ST

EE

L B

EA

MS

TE

EL

B

EA

M

8

12

8

12

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LOW ROOF FRAMING

PLAN

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SCALE:

TYPE 1 (HATCHED AREA

METAL ROOF DECK

FASTENING PATTERN

061/4" = 1'-0"

SCALE:

LOW ROOF FRAMING PLAN

011/4" = 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.

R T

HO

N

SECTION 4

SCALE:

SECTION 1-1

021/2" = 1'-0"

SECTION 4

SECTION 3

SCALE:

SECTION 2-2

031/4" = 1'-0"

SECTION 3

SCALE:

SECTION 3-3

041/2" = 1'-0"

SCALE:

SECTION 4-4

051/4" = 1'-0"

CFS TRUSS @ 2'-0" O.C.

L5x3x3/8" (CONT.)

DBL. JOIST 32LH06

DBL. JOIST 32LH06



3/16"

32LH06 @ 4'-0" O.C.

L5x3x3/8"

(3" LEG VERT.)

DBL. 32LH06

01/S1.05

A/S1.05

C/S1.05

D/S1.05

A/S1.05

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STRUCTURAL SECTIONS

& DETAILS

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SCALE:

WOOD CEILING ELEMENT FRAMING PLAN

3" = 1'-0" SCALE:

SECTION

013" = 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"

PROJECT NO:

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STRUCTURAL SECTIONS

& DETAILS

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SCALE:

SECTION

01 3/4" = 1'-0"

SCALE:

SECTION

04 3/4" = 1'-0" SCALE:

SECTION

05 3/4" = 1'-0" SCALE:

SECTION

06 3/4" = 1'-0"

SCALE:

SECTION

02 3/4" = 1'-0" SCALE:

SECTION

07 3/4" = 1'-0"

06/S1.06

06/S1.06

DISREGARD

DISREGARD

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STRUCTURAL SECTIONS

& DETAILS

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SCALE:

SECTION

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

SECTION

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

SECTION

033/4" = 1'-0"

1 3

2

10

1

10

2

10

3

EM

EM

EM EM EM

EM

EM

EX

M

EXM

EXM

EXM

EX

M

ER

ER

ER

EM

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LIFE SAFETY PLAN

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SCALE:

LIFE SAFETY PLAN

01 3/32" = 1'-0"

LIFE SAFETY PATHWAYSTOTAL TRAVEL DISTANCE

LOCATION COMMON PATH

DOOR NUMBER

EXIT 101 EXIT 103 EXIT ###

1 - - 115'-3 1/8" 78'-3 3/4 -

2 - - 72'-6" 35'-6 3/4" -

3 - - 133'-2" 96'-2 5/8" -

PATHWAY KEY PLAN:

: TRAVEL PATH W/ DIRECTION OF FLOW

: TRAVEL PATH STARTING LOCATION, WHERE "#" = LOCATION

COLUMN IN THIS TABLE.

: COMMON PATH LOCATION, WHERE "#" = LOCATION COLUMN IN THIS

TABLE.

: EXIT DOOR LOCATION, WHERE "#" = DOOR IN THIS TABLE AND IN

DOOR FINISH SCHEDULE.

#

#

EMERGENCY LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION MODEL# BULBS

EMERGENCY REMOTE HEAD LITHONIA #ELA-NX-H0606 INCLUDED

EMERGENCY LIGHT W/ BATTERY

PACK REMOTE HEAD WHERE SHOWN

LITHONIA #6ELM2P INCLUDED

COMBINATION EXIT/EMERGENCY

FIXTURE W/ BATTERY PACK

LITHONIA #LHQM-S-W-1-R-120/277-HO INCLUDED

ER

EM

NOTE: EXIT EMERGENCY LIGHTING IS ON AN "NL" CIRCUIT

CODE ANALYSIS

CATEGORY CODE REFERENCE REQUIREMENT/DESIGNATION PROVIDED

CONSTRUCTION TYPE TABLE 503 / 602 V-B

OCCUPANCY GROUPS 304.10000 M - MERCANTILE

OCCUPANCY LOAD TABLE 1004.1.1

TOTAL OCCUPANTS 60.0 (GR.)

67.5 OCCUPANTS

OCCUPANTS

ALLOWABLE AREA TABLE 503

SECTION 507

9,000.0 S.F. 3,697.0 S.F.

EXIT CALCULATIONS SECTION 1014.3

SECTION 1016

TABLE 1016.2

COMMON PATH OF EGRESS TRAVEL

GROUP

EXIT ACCESS TRAVEL DISTANCE

75'-0" FT

200'-0" FT

NON-SEPERATED OCCUPANCIES TABLE 508.4 NO SEPARATION BETWEEN GROUP AND

GROUP

01

/A

5.0

70

1/A

5.0

7

109

101

102

103

110

104

105

106

107

108

111

112

113

114

115

01

/A

5.0

3

01

/A

5.0

4

01/A5.04

01/A5.04

01

/A

5.0

3

02

/A

5.0

4

03

/A

5.0

7

01

/A

5.0

5

02

/A

5.0

5

02/A5.03

01/A5.05

S

I

M

.

02/A5.05

01

/A

5.0

20

1/A

5.0

2

DELI

CASE

COOLER

FREEZER

ICE CHESTICE CHEST

LP CAGE

101

VESTIBULE

104

OFFICE

106

STORAGE

107

HALLWAY

108

MEN'S

109

WOMEN'S

110

STORAGE

111

ELECTRICAL

ROOM

102

SALES FLOOR

BEER CAVE COOLER

WALK-IN

COOLER

02/A5.07

02/A5.07

CASHIER

1

0

3

D

E

L

I

105

CLOSET

CO

OLE

R

FR

EE

ZE

R

GAS METER LOCATION

ROOF ACCESS LADDER

AF

AF

68

'-6

3

/4

"

69'-8"

61

'-8

"

67'-8"

8'-1

0 3

/4

"4

5'-8

"1

4'-0

"

14'-0"31'-8"24'-0"

1'-11 1/2"18'-6 1/2"47'-2"

02

/A

2.0

2

02/A2.01

01/A2.02

01

/A

2.0

1

NO FINISHES

INSTALL 1/2" CDX PLYWOOD

ON ALL WALLS

COOLER / FREEZER SUPPLIER TO

INSTALL BATT INSULATION AT

DOOR JAMBS, (TYP.)

RE

FE

R T

O N

OT

E 1

.

DASHED LINE

INDICATES 1" RIGID

INSULATION

UNDER COOLERS

WALK-IN COOLER COMBO

TO BE PROVIDED BY

WALK-IN COOLER

MANUFACTURER, WITH

SEALED CONCRETE

FLOOR (BY GC, TYP.)

04/A2.03

01

/A

2.0

3

01

/A

2.0

3

0

2

/

A

2

.

0

3

06

/A

2.0

3

08

/A

2.0

3

08

/A

2.0

3

07/A2.03

05

/A

2.0

3

03/A2.03

40

'-0

" W

27

x9

4 B

EA

M A

BO

VE

16

'-0

" W

18

x3

5 B

EA

M A

BO

VE

COOLER / FREEZER SUPPLIER TO

INSTALL BATT INSULATION AT

DOOR JAMBS, (TYP.)

02/A5.05

04

/A

5.0

7

01/A5.01 01/A5.01

BRICK INSET TO MATCH

FRONT WINDOW HEIGHT

116

09/S1.02

01/A5.04

AF

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:

19-3017

2019-07-11







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FLOOR PLAN

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.

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. ICF WALLS SHALL

HAVE A MIN. INSUL. RATING OF R-22.

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 SHEET C1.02 FOR

BOLLARD LOCATION AND DETAILS.

Y. FRONT FAUX DOOR INSET BY 3", WRAP INSET WITH 1x TRIM.

Z. BUILDING SIDEWALKS TO BE WASHED AGGREGATE.

NOTES:

1. HAND DRYER, ALIGN WITH CENTER LINE OF SINK, CONTRACTOR TO

PROVIDE HAND DRYERS FROM ALLIED HAND DRYER EXCEL THIN AIR

MODEL TA-5B120V w/ RECESSED A.D.A. KIT. A PLASTIC PROTECTIVE

COVER SHALL BE INSTALLED OVER THE CERAMIC TILE BEFORE THE

HAND DRYERS. PLASTIC SHALL START 3" ABOVE FINISH FLOOR (ONE

INCH BELOW TOP OF TILE BASE AND COVERING THE FIRST GROUT

JOINT). THE PLASTIC SHALL BE 24" WIDE X 48" TALL. REFER TO

DETAIL 10/A401.

1

1

1

1

SE

E N

OT

E "Z

"

SEE NOTE "Z"

SE

E N

OT

E "Z

"

SEE NOTE "Z"

SE

E N

OT

E "Z

"S

EE

N

OT

E "Z

"

SEE NOTE "Z" SEE NOTE "Z"

5'-7" 6'-9"

3'-0

"

1'-5"

3 1/2"

3'-0" 3 1/2"

1

3

'-

9

1

/

2

"

68

'-6

3

/4

"

8'-1

0 3

/4

"4

5'-8

"1

4'-0

"

69'-8"

2'-6"1'-6"6'-0"1'-6"2'-6"1'-10"6'-0"1'-4"6'-0"1'-4"6'-0"1'-4"2'-10"3'-0"2'-0"

2'-6

"6

'-0

"1

'-6

"2

'-6

"1

'-1

0"

6'-0

"3

7'-1

0"

1'-6

"

14'-0"31'-8"24'-0"

67'-8"

1'-11 1/2"18'-6 1/2"47'-2"

61

'-8

"

24

'-1

0"

12

'-0

"2

4'-1

0"

8'-2

"3

'-0

"7

'-6

"3

'-0

"7

'-8

"3

'-0

"7

'-8

"3

'-0

"7

'-6

"3

'-0

"8

'-2

"

7 1/4"11'-3 1/4"

11'-2 1/4" CLEAR

15'-7 13/16"

15

'-0

1

/4

"

11'-3 13/16"

14

'-4

1

/4

"1

'-2

"8

'-0

"3

'-0

"1

8'-3

1

/4

"

3 1

/2

"3

1

/2

"3

1

/2

"

1'-3

3

/4

"

1'-3

3

/4

"

1'-3 3/4"

1'-3

3

/4

"

2'-0"

1'-3 3/4"

1'-0 1/4"

1'-0

1

/4

"

16'-2"1'-0 1/4"

8'-3" 6'-8"

7'-1

"

3'-1"3 1/2"

7

'-

1

0

3

/

4

"

1

'-

8

"

3

'-

8

1

/

2

"

2

'-

9

1

/

8

"

2

'-

1

0

"

2

0

'-

7

3

/

4

"

2

0

'-

6

3

/

4

"

C

L

E

A

R

3

'-

6

"

6

'-

8

"

V

.

I

.

F

.

1

'-

3

"

6

'-

3

1

/

8

"

37'-11 1/2"

1'-3 3/4"

1'-3

3

/4

"

16

'-6

1

/2

"2

4'-1

0 1

/2

"5

"5

"5

"1

0'-6

"5

'-5

"3

1

/2

"

1'-3

3

/4

"

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

5 1/2"

1'-3 1/4" 3 1/2" 11'-8" 5'-7"

3'-2

1

/2

"3

'-6

"

3'-6

"3

'-2

1

/2

"

2'-3"

5'-7

1

/2

"3

1

/2

"3

'-8

"3

1

/2

"

3 1/2"

3 1

/2

"3

'-8

"

1

5

'

-

4

9

/

1

6

"

13

'-1

0 1

/1

6"

12'-1 1/2"

9'-1 1/2"

14'-5 3/8"

3

'

-

1

1

"

4"

5 1

/2

"

1'-0

3

/4

"

3'-5

"

12'-9 3/4"

12'-9" CLEAR

2'-7 1/2"

3 1/2"

2'-7 1/2" 3'-7"

3 1/2"

3 1/2"

5'-7

1

/2

"

3'-5

"

5'-0"6'-7"

3'-6

"

5'-4"

2'-1

0 1

/2

"

7'-1

"

2'-6 1/2"4'-6"12'-10"3 1/2"2'-3"

2'-0"

1'-1

3

/4

"9

'-0

"1

'-9

1

/2

"

8'-3" 34'-3 1/2" 1'-2 1/4" 9'-0" 1'-1 3/4"

3'-0

"3

1

/2

"

3'-0

"1

1 1

/2

"1

1 7

/1

6"

1'-0

1

/4

"

2'-9

1

/2

"

1

9

'-

3

"

V

.

I

.

F

.

1

'-

3

"

1

0

'-

4

"

2'-0

"

4'-0

"

5'-0"

1:48 MAX

2'-3" RAMP

1:12 MAX

3 1

/2

"

5 1/8"

1

'-

3

1

/

8

"

4'-10 1/4"4'-0"3 1/2"

3 1/2"

18

'-3

1

/4

"

1'-3 3/4"

1'-3

3

/4

"

1'-3 3/4"

3

1

/

2

"

6

'-

6

5

/

8

"

3

'-

0

"

3

"

1

1

5

°

0

'

0

"

1

2

'-

8

"

V

.

I

.

F

.

1

'-

0

"

6

"

17

'-4

1

/2

"

11 1/2"

3'-0"

BRICK

INSET 1'-4 3/4"

3'-0"

BRICK

INSET 8 1/4"

PROJECT NO:

DRAWN BY:

DATE:

19-3017

2019-07-11







PR

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A1.02

DIMENSION PLAN

BA

RD

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122 E

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.

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SCALE:

DIMENSION FLOOR PLAN

011/4" = 1'-0"

13

SHEET NOTES:

1

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

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

2

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 8'-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 C1.02 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

13

14

3

22

22

25

24

12

12

10

11

7

21

16

6

6

9

6

9

6

9

20

20 15

20 15

19

4 4

18

18

2

7

'-

0

3

/

4

"

0

2

/

A

2

.

0

4

0

2

/

A

2

.

0

4

01/A2.04

0

2

/

A

2

.

0

3

01

/A

2.0

3

01

/A

2.0

3

03/A2.05

05/A2.04

0

1

/

A

2

.

0

7

02/A2.05

08

/A

2.0

3

03/A2.03

03/A2.03

08

/A

2.0

3

ICE CHESTICE CHEST

LP CAGE

DELI

CASE

COOLER

FREEZER

AF

AF

AF

101

VESTIBULE

104

OFFICE

106

STORAGE

107

HALLWAY

108

MEN'S

109

WOMEN'S

110

STORAGE

111

ELECTRICAL

ROOM

102

SALES FLOOR

BEER CAVE COOLER

WALK-IN COOLER

CASHIER

1

0

3

D

E

L

I

105

CLOSET

COOLERFREEZER

02

/A

2.0

2

02/A2.01

01/A2.02

01

/A

2.0

1

6

'-

3

"

H

O

O

D

6

9

"

E

D

G

E

O

F

R

A

I

S

E

D

F

L

.

6

5

"

F

A

C

E

O

F

C

A

S

E

W

O

R

K

7

1

"

F

A

C

E

O

F

C

A

S

E

W

O

R

K

ICE CHEST

DISCONNECT

15'-10" 7'-4"

2'-0"2'-11 3/4"3'-0"2'-11 3/4"2'-0"2'-10 3/4"

1'-11 1/2"

67'-8"

18'-6 1/2"12'-9 1/2"3'-4 1/2"2'-3 3/8"4'-0 1/2"4'-8 1/8"10'-0"10'-0"

8'-8 1/4"9'-10 1/4"3'-9"8'-3 11/16"6'-0"1'-11 3/4"6'-0"1'-11 3/4"6'-0 1/4"3'-8"9'-5 1/2"

ROOF LADDERGAS METER & LINES

DISCONNECTDISCONNECTDISCONNECTDISCONNECT

06

/A

2.0

3

02/A2.05

01

/A

2.0

5

03/A2.05

3'-6

"

5'-4"

2'-9

1

/2

"

5'-0

"3

'-9

"3

9'-3

"

3'-5

"

CL

EA

R

5'-7

3

/4

"

1

3

'-

9

1

/

2

"

(

S

T

U

D

T

O

S

T

U

D

)

1

'-

8

"

3

'-

8

1

/

2

"

3

'-

0

"

3

'-

1

1

1

/

2

"

2

0

'-

6

3

/

4

"

C

L

E

A

R

1

1

5

°

0

'

0

"

3

'-

6

1

/

4

"

6

'-

9

1

/

4

"

2'-0"

2'-11 3/4"

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

3

'-

0

"

2'-6

"

11'-3 1/4"

11'-2 1/4" CLEAR

1'-2

"5

'-0

" C

LE

AR

15'-10 1/4"

14

'-1

1 3

/4

"

11'-8 1/4"

24

'-3

1

/4

"

ICE CHEST

DISCONNECT

109

101

102

103

110

104

105

106

107

108

111

112

113

114

115

9'-11" 4'-0"

PROJECT NO:

DRAWN BY:

DATE:

19-3017

2019-07-11







PR

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: N

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. - F

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: A

1.03 E

quipm

ent and C

asew

ork P

lan.dw

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EQUIPMENT AND

CASEWORK PLAN

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SCALE:

EQUIPMENT & CASEWORK 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. ICF WALLS SHALL

HAVE A MIN. INSUL. RATING OF R-22.

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 SHEET C1.02 FOR

BOLLARD LOCATION AND DETAILS.

WT1

WT2

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8

7

WT3

MIX:

33%

33%

WT3

WT

6

MS

1

WT4

WT3

WT1

WT5

WT1 WT3 WT5

101

VESTIBULE

104

OFFICE

106

STORAGE

107

HALLWAY

108

MEN'S

109

WOMEN'S

110

STORAGE

111

ELECTRICAL

ROOM

102

SALES FLOOR

BEER CAVE COOLER

WALK-IN COOLER

CASHIER

1

0

3

D

E

L

I

105

CLOSET

COOLER

FREEZER

WT1 WT3 WT5

22

3

3

FACE OF RAISED FLOOR:

FT2 - 6x24 COLOR BODY PORCELAIN

TILE #TE17 SANDLEWOOD -TERRENO SERIES

FT2

FT2

FT1

FT1

FT1

FT1

1

1

1

1

1

1

5

5

5 5

5

5

6

ROOF

LADDER

33

PROJECT NO:

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FINISH PLAN

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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

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

WING WALL

8 MARLITE UP TO CEILING

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 / #A1108 - SEA OTTER_COLOR BLOX SERIES

WITH 3/16" GROUT LINES - BRICKWORK PATTERN WITH LATICRETE #35 MOCHA GROUT

BY CROSSVILLE

FT2 - 6 X 24 COLORBODY PORCELAIN TILE / #TE17 SANDALWOOD_TERRANO SERIES WITH

1/8" GROUT LINES - WITH LATICRETE COLOR MATCH GROUT TO TILE BY AMERICAN OLEAN

(THRU BPI)

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

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SCALE:

FINISH FLOOR PLAN

011/4" = 1'-0"

0

7

/

A

5

.

0

6

07/A5.06

08/A5.06

6

'-

0

"

6

'-

0

"

8

'-

0

"

8

'-

0

"

8

'-

0

"

8

'-

0

"

4'-6"4'-6"4'-7"

2'-3 1/2" 2'-3 1/2" 2'-3" 2'-3" 2'-9" 2'-3"

15'-10 1/2"

EQ.EQ.EQ.EQ.

7'-8

"

1'-4 3/4"6 7/8"

6

'-

9

1

/

2

"

4

'-

6

"

4

'-

6

"

4

'-

6

"

4

'-

6

"

4

'-

4

"

5

'-

1

1

"

2

'-

3

"

2

'-

3

"

2

'-

3

"

2

'-

3

"

2

'-

3

"

2

'-

3

"

2

'-

3

"

2

'-

3

"

3

'-

2

3

/

8

"

9

9

/

1

6

"

1

1

3

/

4

"

1

1

3

/

4

"

4'-0

"

1'-11"1'-11"

2'-6

"8

'-0

"8

'-0

"8

'-0

"8

'-0

"8

'-0

"

6'-1

0"

7'-0

"

5'-6

"

1'-0"1'-0"

5'-6"7'-0"8'-0"8'-0"8'-0"8'-0"3'-2"

1'-1

1"

1'-1

1"

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.

PROJECT NO:

DRAWN BY:

DATE:

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REFLECTED CEILING

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SCALE:

REFLECTED CEILING PLAN

01 1/4" = 1'-0"

R T

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N

1

3

5

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"

1

1

1 1

3

5

6666

3

4

4

3

3

3

8

8

8

5

8

12

8

12

30'-2 1/4" STL. JOISTS @ 4'-0" O.C.

16'-0" LIGHT GAUGE MTL. CFS TRUSS

@ 2'-0" O.C.

62

'-8

" L

IG

HT

G

AU

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M

TL

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RU

SS

@ 2

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.C

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63

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" L

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M

TL

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RU

SS

@ 2

'-0

" O

.C

.

(7 SPACES) 32LH06 @ 4'-0" O.C. (TYP.)

DBL. 32LH06 TRUSS

L5x3x3/8" (TYP.)

SE

CT

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N 1

SE

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IO

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SE

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SE

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CF

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.

CF

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.

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S T

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SS

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.

CF

S T

RU

SS

@

2

'-0

" O

.C

.

CF

S T

RU

SS

@

2

'-0

" O

.C

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HIGH ROOF FRAMING

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SCALE:

HIGH ROOF FRAMING PLAN

011/4" = 1'-0"

SECTION 4

SCALE:

SECTION 1-1

021/2" = 1'-0"

SECTION 4

SECTION 3

SCALE:

SECTION 2-2

031/4" = 1'-0"

SECTION 3

SCALE:

SECTION 3-3

041/2" = 1'-0"

SCALE:

SECTION 4-4

051/4" = 1'-0"


L5x3x3/8" (CONT.)

DBL. JOIST 32LH06

DBL. JOIST 32LH06



3/16"

32LH06 @ 4'-0" O.C.

L5x3x3/8"

(3" LEG VERT.)

DBL. 32LH06

WA

LL

B

EL

OW

WA

LL

B

EL

OW

WALL BELOW

WA

LL

B

EL

OW

WALL BELOW

WA

LL

B

EL

OW

WALL BELOW

WALL BELOW

GU

TT

ER

GUTTER

GUTTER

GU

TT

ER

GU

TT

ER

GU

TT

ER

GUTTER

GUTTER

GUTTER

DELI

CASE

COOLER

FREEZER

AF

AF

AF

BE

ER

C

AV

E

BE

VE

RA

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CO

OL

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IC

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MA

KE

R

AF

AF

AF

MA

U

EF

ROOF LADDER

IN

DO

OR

C

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B

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DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

PROJECT NO:

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ROOF PLAN

011/4" = 1'-0"

SHEET NOTES:

1

ROOF MEMBRANE; SINGLE PLY 60 MIL. RUBBER MEMBRANE, COLOR: CONFIRM WITH OWNER.

FULLY ADHERED

2

ROOF DESIGN MIN. R-VALUE 38. PROVIDE ROOF INSUL. (AS SPECIFIED) TO MEET MIN. R-VALUE.

AREAS OF ROOF WITH SLOPED STRUCTURE: 4" MIN. INSULATION

3

GUTTERS AND DOWNSPOUTS; SEE ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION.

ALL DOWNSPOUTS TO BE ROUTED BELOW GRADE. REFER TO CIVIL FOR ADDITIONAL

INFORMATION

4 REFER TO MEP DRAWINGS FOR ADDITIONAL MEP ROOF WORK

5

DOUBLE SCREWS ALONG EDGE OF INSULATION BOARD, DO NOT PUT SCREWS AT THE SEAM:

EACH PLATE SHALL BE ON (1) ONE PIECE OF INSULATION BOARD

6 INSTALL METAL DRIP EDGE WITH FASTENERS 4" O.C. MIN.

7

EXHAUST FANS, MAU AND SUPPLY FOR KITCHEN HOOD SHALL BE INSTALLED ON 8" TALL CURBS,

MIN. (OR 12" ABOVE PLYWOOD DECK). PROVIDE BATTENS AT SEAMS IN CURB AND EXTEND

FLASHING UP AND OVER CURB. USE TERM. BARS AT THE BASE OF EA. CURB, (TYP.)

8

SEE TRUSS FRAMING PLAN (STRUCTURAL DRAWING) FOR ADDITIONAL, RELATED INFORMATION

9 SHINGLES TO BE TAMKO HERITAGE 30 YEAR METRIC. COLOR TO BE DETERMINED BY OWNER

10 4" SQUARE DOWNSPOUT

1

NOTE

SYMBOL

10

10

10

6

3

3

3

3

6

6

2

6"/12" S

LO

PE

12"/12" SLOPE

6"/12" SLOPE 6"/12" SLOPE

6"/12" SLOPE

1/4"/12" S

LO

PE

6"/12" S

LO

PE

41 7

6

58

29

5 82 9

5 82 9

103 6

85

6

6"/12" S

LO

PE

6"/12" S

LO

PE

12"/12" SLOPE

58

29

5 82 9

6

6

10

PROJECT NO:

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EXTERIOR ELEVATION

FINISHES

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EXTERIOR FINISH SCHEDULE

CODE DESCRIPTION COLOR / TYPE

MANUFACTURER

NOTES

EX1

EXTERIOR BRICK COLOR: YORKTOWN LEE BRICK & BLOCK

MORTAR COLOR: OLD COLONIAL TYPE: FLEMISH BOND ---

EX2

EXTERIOR BRICK COLOR: YORKTOWN LEE BRICK & BLOCK

MORTAR COLOR: OLD COLONIAL TYPE: FLEMISH BOND ---

EX3

BUILT UP CORNICE COLOR: ROYCROFT PEWTER EDON CORP.

TYPE: ARCHITECTURAL FIBERGLASS

EX4

ARCHITECTURAL SHINGLE COLOR: PEWTER CERTAIN TEED

TYPE: ASPHALT SHINGLE

EX5

HALF ROUND GUTTER COLOR: BRONZE FINISH GALVANIZED

SEE C.O.A. REQUIREMENTS

EX6

DOWNSPOUT ROUND COLOR: DARK BRONZE GALVANIZED

SEE C.O.A. REQUIREMENTS

EX7

ALUMINUM STOREFRONT SEE NOTES BELOW ---

GLAZING SEE NOTES BELOW

INSULATED MTL PANEL SEE NOTES BELOW

EX8

WOOD "LOOK" SHUTTER COLOR: BLACK

BORAL / CEDAR

LOUVERED

LOUVERED / HUNG TO APPEAR

OPERATIONAL

EX9

MTL. HANDRAIL COLOR: BLACK

COORDINATE W/

PRESERVATIONIST

WROUGHT IRON / THIN ALUM.

EX10

ROCKED LIMESTONE VENEER COLOR: LIMESTONE

TEXTURED PER C.O.A.

EX11

FEDERAL STYLE PEDIMENT COLOR: CREAM

EX12

6 PANEL DOOR W/ TRANSOM COLOR: IRON ORE

EX13

DBL. HUNG WINDOW COLOR: IRON ORE

ALUMINUM CLAD S.D.L.

EX14

BOX WOOD FENCE COLOR: CREAM

WOOD BORAL OR TREX OR WOOD

EX15

BRICK JACK ARCH COLOR:YORKTOWN LEE BRICK & BLOCK

1 1/2" BRICK HIGH TYPE: LIMESTONE

EX16

KEYSTONE COLOR: LIMESTONE LEE BRICK & BLOCK

TYPE: MODULAR BRICK

EX17

DECORATIVE SOFFIT BRACKETS COLOR: ROYCROFT COPPER RED

1800 STYLE CONFIRM W/ OWNER

EX18

SHAKE SHINGLE COLOR: ROYCROFT COPPER RED

T.B.D. (TO BE DETERMINED)

EX19

ALUMINUM CLAD SDL WINDOWS COLOR: IRON ORE


EX20

STOREFRONT DOOR w/ TRANSOM COLOR: DARK BRONZE


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

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"

Documents

FIVE STAR STORE# 1851 NEWCOMB OIL CO., LLC.€¦ · p2.02 floor plan - water & gas p2.01 floor plan - sanitary, waste & vent project: newcomb oil co., llc. newcomb oil co., llc. -