NAME ROOM NAME

SHEET NUMBER

ELEVATION NUMBER

1

2

3

4

8'-4" CEILING HEIGHT

BLDG. SECTION LETTERX

AX.XBLDG. SECTION SHEET

DETAIL NUMBERX

AX.XDIRECTION OF DETAIL

DETAIL SHEET

REVISION NUMBERX

BLDG. HEIGHTREFERENCE POINT

0'-0"ELEV

REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFICSYMBOLS

DETAIL NUMBER

DETAIL SHEET

XAX.X

AX.XX

X

X

X

X-000

XX

DOOR NUMBER

WINDOW NUMBER / DECOR ITEMNUMBER

EXTERIOR WALL FINISH NUMBER

KEY NOTE

EQUIPMENT NUMBER

ROOM FINISH NUMBER

INTERIOR ELEVATION DESIGNATIONXX SHEAR WALL TYPE (STRUCTURAL)

EQUIPMENT / FIXTURE NUMBER(M.E.P.)

INDICATES SUSTAINABLE DESIGN

XXX 000

GREENSIGN. SEE ELEVATIONS

SCOPE NOTES (RI)WORK REQUIRED TO BRING STORE UP TO CURRENT REMODEL IMAGE STANDARDS.

ADA NOTES (AD)WORK REQUIRED TO MAKE STORE 100% ADA COMPLIANT.

CUSTOMER TOUCH POINT (CT)WORK REQUIRED BY FACILITIES / OPERATIONS TO MEET CURRENT OPERATIONAL STANDARDS.

BLDG. ELEVATION LETTERX

AX.XBLDG. ELEVATION SHEET

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

1525

E. D

ougl

as, W

ichi

ta, K

S 67

211

Tel:

(316

) 265

-936

7w

ww

.glm

v.co

m

GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

PROJECT DIRECTORY

PROJECT SUMMARY

REFERENCE SYMBOLS

VICINITY MAP

PROJECT GENERAL NOTES

SHEET INDEX

T1.0

TITLE SHEET

SUCCESSOR REMODEL MODERN EXPLORER

2825 NE VIVION RDKANSAS CITY, MO

FIRST STREET DEVELOPMENT4455 CAMELBACK ROAD, STE. 241PHOENIX, AZ 85018CONTACT: BRANDON DUFFYPHONE: 702.885.5936

CONSTRUCTION MANAGER

TITLET1.0 TITLE SHEETSITESL101 SITE LIGHTING PLANSP101 SITE PLANSP501 DRIVE-THRU EQUIPMENT DETAILSSP502 SITE DETAILS

DEMOD1.0 DEMOLITION FLOOR PLAND3.0 DEMOLITION EXTERIOR ELEVATION

ARCHITECTUREA1.0 FLOOR PLANA1.1 DOOR SCHEDULEA2.0 SEATING AND EQUIPMENT PLANA4.0 EXTERIOR ELEVATIONA4.1 EXTERIOR ELEVATION

A6.0 FINISH AND CONSTRUCTION DETAILS

A7.0 FLOOR FINISH PLANA7.1 REFLECTED CEILING PLANA7.2 FINISH LEGEND AND SCHEDULEA8.0 INTERIOR ELEVATIONS DINING ROOMA8.1 INTERIOR ELEVATIONS AND RESTROOM

PLAN

ACCESSIBILITYADA1.0 ACCESSIBILITY REQUIREMENTS

MECHANICAL/PLUMBING/ELECTRICALMP0.0MP1.1MP1.2MP2.0

MECH/PLUMB SPECIFICATIONMECHANICAL FLOOR PLANPLUMBING FLOOR PLANPLUMBING DETAILS

ELECTRICAL SPECIFICATIONSELECTRICAL LIGHTING PLANELECTRICAL POWER PLANELECTRICAL SITE LIGHTING PLAN

DESIGN CRITERIA

OCCUPANCY: A2

TYPE CONSTRUCTION: TYPE VB

SEATING: 62

BUILDING AREA: 2,738 S.F.

PROJECT DESCRIPTION:

EXTERIOR FACADE MODIFICATIONS INCLUDING SIGNAGE, CANOPIES AND LIGHTING,ACCESSIBILITY CHANGES TO RESTROOMS,NEW INTERIOR AND EXTERIOR FINISHES, NEW DINING ROOM FURNITURE

AND DRIVE-THRU ELEMENTS

IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED.

THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARE A PART OFTHESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE.

DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES INTHESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK.

ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER, IN WRITING,PRIOR TO INSTALLATION.

RETAIN A PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THEGRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION AS RECOMMENDED IN THEGEOTECHNICAL REPORT. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL SUMMATION LETTER, SHALL BESUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G.C. SHALL CERTIFY PAD ELEVATION PRIOR TO START OFFOUNDATION WORK.

SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT.THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OROTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. OWNER WILL PAY FOR "CONNECTION FEES"ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORKIN A TIMELY MANNER.

PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OFCONSTRUCTION.

ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARENOT CLEAR.

GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESSOTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS.

GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATEDWITH ALL TRADES PRIOR TO INSTALLATION.

SCOPE OF WORK AND SPECIFICATIONS DOCUMENTS ARE INCLUDED AS CONTRACT DOCUMENT FOR THIS PROJECT.IF THEY HAVE NOT BEEN PROVIDED TO YOU FOR THIS PROJECT PLEASE ASK THE OWNER OR THE OWNER'SREPRESENTATIVE FOR A COPY OF THE APPLICABLE SECTIONS.

GC SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND EIFS WORK PERFORMED ONPROJECT AT THE CONCLUSION OF THE PROJECT

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

TACO BELL

REFER TO STRUCTURAL SHEETS

ARCHITECTGLMV ARCHITECTURE1525 E. DOUGLAS AVE.WICHITA, KS, 67211Contact: ROSA PADDOCKPhone: 316-265-9367

MECH. / ELEC. ENGINEERBC ENGINEERS, INC5720 REEDERSHAWNEE, KS 66203Contact: STEPHEN McGOWANPhone: 913262.1772

E0.0E1.0E2.0E3.0

STORE #35240

ROYAL CITY BELL3225A S. RAINBOW BLVD., SUITE #102LAS VEGAS, NV 89146

OWNER

ALL WORK SHALL CONFORM TO THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODES AND ALL OTHER APPLICABLE CODES,STANDARDS, AND REGULATIONS OF THE KANSAS CITY, MISSOURI.

BUILDING CODE:

A6.1 EXTERIOR CONSTRUCTION DETAILS

STRUCTURALS0.1 GENERAL NOTESS0.2 TYPICAL DETAILSS3.0 FRAMING PLAN & SECTIONS

LEGAL JURISDICTION: CITY OF KANSAS CITY, MO

BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE

ACCESSIBILITY: ICC / ANSI A117.1 2009 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE

PLUMBING: 2012 UNIFORM PLUMBING CODE

ELECTRICAL: 2011 NATIONAL ELECTRIC CODE

FIRE: 2012 INTERNATIONAL FIRE CODE

ENERGY: 2012 INTERNATIONAL ENERGY CONSERVATION CODE

FUEL: 2012 INTERNATIONAL FUEL & GAS CODE

STRUCTURAL ENGINEERPMA ENGINEERING6717 SHAWNEE MISSION PKWY #100OVERLAND PARK, KS 66202Contact: VALERIE BAEHRPhone: 913.563.5726

A5.0 WALL SECTIONSA5.1 TOWER DETAILS

1

1

1 CITY COMMENTS 05.26.2020

05-27-2020

05-05-2020

05-05-2020

05-05-2020

05-05-2020

STEELSTL

EXTERIOR EXT

FINISHEDFOUNDATION

FOOTING

GRADE BEAM

HORIZONTALGALVANIZED

HORIZ

FINFND

GALV

FLR

FTG

G.B. GA

FLOOR

GAUGEUNLESS NOTED OTHERWISE

WELDED WIRE FABRIC W.W.F.

T.O.T&B

VAR U.N.O. TYP

VERT w/

TOP OF....(ADD ITEM)TOP & BOTTOM

VARIES

WITH

TYPICAL

VERTICAL

CENTER OF GRAVITY OF STRANDS

A.B. ANCHOR BOLT

CMU CONCRETE MASONRY UNIT

DRAWING

DIAMETER

DIMENSION

CONCRETE

EACH WAY EXISTING

CONTINUOUS

EACH FACE ELEVATION

EXPANSION

DWG

ELEV

EXIST

E.F.

EQ E.W.

EXP

EQUAL

DEG

CONCCONTCTR DIA

DTL DIM

CENTER

DEGREE

DETAIL

BALANCE BUILDING

BEARING BETWEEN

CONTROL JOINT

CAST-IN-PLACE CONCRETE

CENTER LINE

ARCHITECTURAL PLANS

BTWN

C.G.S. CL

C.J.

CIP CLR

COL

CLEAR

COLUMN

BLDG

@

BM

BAL

ARCH

BRG BOT

BEAM

AT

BOTTOM

ABOVE FINISH FLOOR ALTERNATE

A.F.F.ALT

JOINTJT

LONG LEG HORIZONTALLONG LEG VERTICAL

POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCH

OPP OPPOSITE

SECT

SQ STD

SPA SIM

SPECS

SHT

PSF

REINF

SCHED

PSI

RAD

PC

PT

SPECIFICATION

STANDARDSQUARE

SHEETSECTION

SIMILARSPACING

REINFORCEMENT

POST TENSIONRADIUS

SCHEDULE

PRECAST

MISCMK

N.T.S. O.C.

OPNG O.F.

MIN

MANUFLLV

LBS LLH

MAX MAS

K

MISCELLANEOUS

NOT TO SCALEON CENTEROUTSIDE FACE

MINIMUM

MARK

OPENING

MANUFACTURER

KIP (1000 LBS)POUNDS

MASONRYMAXIMUM

I.F.JST

INSIDE FACEJOIST

F.S. FAR SIDE

N.S. NEAR SIDE

FIELD VERIFYF.V.

REFERENCE

& AND

REF RE: REFERENCE

PARTIAL WALL FRAMING PLAN & SECTIONS

GENERAL NOTES & TYPICAL DETAILSTYPICAL DETAILS

S3.0

S0.1S0.2

1. BUILDING CODE(S): - 2012 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS

2. DESIGN LOADS:

A. FLOOR LIVE LOADS

a. FLOORS (NON-REDUCED/REDUCED) 100 PSFb. MECHANICAL ROOMS 150 PSF

B. ROOF LIVE LOAD 20 PSF

C. ROOF SNOW LOAD

a. GROUND SNOW LOAD, Pg 20 PSFb. FLAT ROOF SNOW LOAD, Pf 14 PSFc. SNOW EXPOSURE FACTOR, Ce 1.0d. RISK CATEGORY IIe. SNOW LOAD IMPORTANCE FACTOR, l 1.0f. THERMAL FACTOR, Ct

1 HEATED STRUCTURE 1.0g. DRIFTING PER CODE

E. WIND LOADS

a. BASIC WIND SPEED (3 SECOND GUST)1 V(ULTIMATE) 115 MPH2 V(SERVICE) 90 MPH

b. RISK CATEGORY IIc. WIND EXPOSURE Cd. INTERNAL PRESSURE COEFFICIENT +/- 0.18e. COMPONENT AND CLADDING PRESSURE SEE TABLE 1/S0.3

F. SEISMIC LOADS

a. RISK CATEGORY IIb. SPECTRAL ACCELERATION Ss = 0.11g, S1 = 0.063gc. SEISMIC IMPORTANCE FACTOR, l 1.0d. SPECTRAL RESPONSE COEFFICIENTS

1 SDS 0.1172 SD1 0.101

e. SITE CLASS Df. SEISMIC DESIGN CATEGORY Bg. BASIC SEISMIC-FORCE-RESISTING SYSTEM LIGHT FRAME WOOD WALLS

SHEATHED WITH WOOD STRUCTURAL PANELS RATEDFOR SHEAR RESISTANCE

h. RESPONSE MODIFICATION FACTOR, R 6 1/2i. SEISMIC RESPONSE COEFFICIENT, Cs 0.018j. DESIGN BASE SHEAR 0.018Wk. SEISMIC BASE SHEAR 5 KIPSl. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

G. DEAD LOADS

a. STRUCTURE ACTUAL WEIGHTb. MISC. UNDERHUNG MECHANICAL 10 PSFc. ROOF STRUCTURE (INCLUDING UNDERHUNG) 20 PSFd. EXTERIOR WALLS (EIFS) 10 PSFe. EXTERIOR WALLS (FAUX STONE AND TILE) 20 PSF

H. THE STRUCTURAL SYSTEMS SHOWN ON THESE DOCUMENTS HAVE BEEN DESIGNED FOR THEFINAL, IN PLACE USAGE OF THE STRUCTURE BASED ON THE INTENDED OCCUPANCY AND CODEREQUIREMENTS. WHILE GENERAL CONSTRUCTABILITY HAS BEEN CONSIDERED, THESTRUCTURAL SYSTEMS HAVE NOT BEEN DESIGNED TO ACCOMMODATE SPECIFICCONSTRUCTION MEANS AND METHODS THAT MIGHT BE UTILIZED BY THE CONTRACTOR.

3. STATEMENT OF SPECIAL INSPECTIONS

A. THIS STATEMENT OF SPECIAL INSPECTIONS IS IN ACCORDANCE WITH 1704.3 OF THE 2015 IBCCODE. THE INTENT OF THIS SECTION IS THAT ALL SPECIAL INSPECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE 2015 IBC UNLESSSPECIFICALLY NOTED OTHERWISE. ADDITIONAL SPECIAL INSPECTIONS MAY BE REQUIRED BYLOCAL CODE OR BUILDING OFFICIAL, AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOVERIFY ANY ADDITIONAL REQUIREMENTS ABOVE AND BEYOND THE CODE REQUIRED SPECIALINSPECTION INDICATED BELOW.

B. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDINGCODE.

a. BOLTS AND ANCHORS EMBEDDED IN CONCRETE AND MASONRYb. STRUCTURAL STEEL FABRICATIONSc. STRUCTURAL STEEL BOLTING AND WELDING

C. THE OWNER IS RESPONSIBLE FOR EMPLOYING ONE OR MORE SPECIAL INSPECTORS TOPERFORM INSPECTIONS DURING CONSTRUCTION, BASED ON REQUIREMENTS OF ONE OR MOREDESIGN PROFESSIONALS.

D. THE CONTRACTOR SHALL REQUEST SPECIAL INSPECTION OF THE ITEMS LISTED ABOVE PRIORTO THOSE ITEMS BECOMING INACCESSIBLE AND UNOBSERVABLE DUE TO PROGRESSION OFTHE WORK. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO THE JOB SITE AND ITEMS TOBE INSPECTED. SAFE ACCESS INCLUDES BUT IS NOT LIMITED TO LADDERS, SCAFFOLDINGAND/OR CONTRACTOR OPERATED LIFTS AS REQUIRED FOR SITE OBSERVATION.

E. SPECIAL INSPECTOR SHALL PROVIDE BI-WEEKLY SPECIAL INSPECTION REPORTS AND SHALLDISTRIBUTE THESE REPORTS TO THE BUILDING OFFICIAL, OWNER, CONTRACTOR, ARCHITECT,STRUCTURAL ENGINEER OF RECORD, AND MECHANICAL/ELECTRICAL/PLUMBING ENGINEER OFRECORD. SPECIAL INSPECTION REPORTING SHALL BE IN ACCORDANCE WITH SECTION 1704.2.4OF THE 2018 IBC.

F. ALL DISCREPANCIES NOTED DURING INSPECTIONS SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE CONTRACTOR. IF LEFT UNCORRECTED, THESE DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE APPROPRIATE DESIGN PROFESSIONALS AND/ORBUILDING OFFICIAL. THE INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THECONTRACT DRAWINGS.

4. STRUCTURAL ENGINEER SITE OBSERVATIONS:

A. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD ORMEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK ANDSHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES,TECHNIQUES, AND SEQUENCES.

B. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE RESPONSIBLEFOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FORSAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OROMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMINGANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK INACCORDANCE WITH THE CONTRACT DOCUMENTS.

C. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF PMA ENGINEERING IS SOLELYFOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING INGENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITEOBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THEQUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THEOWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.

5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION.

6. REFERENCE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

7. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR OTHER PERTINENTINFORMATION RELATED TO THE STRUCTURAL WORK AND COORDINATE AS REQUIRED. THESESTRUCTURAL DRAWINGS ARE INTENDED TO BE UTILIZED AS A COMPLETE SET OF DOCUMENTS THATREPRESENT THE BUILDING'S STRUCTURAL SYSTEMS. NO SINGLE SHEET OR SERIES OF SHEETS ISINTENDED TO “STAND ALONE.” THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE INCLUDED IN ACOMPLETE SET OF CONSTRUCTION DOCUMENTS, INCLUDING, BUT NOT LIMITED TO: ARCHITECTURALDRAWINGS, CIVIL DRAWINGS, AND MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS. CONTRACTORSHALL VERIFY COORDINATION OF THESE DRAWINGS WITH CONTENTS OF ABOVE DRAWING SETSSPECIFIED AND ONLY PROCEED WITH BIDDING AND CONSTRUCTION AFTER SUCH HAS TAKEN PLACE.

8. DETAILS LABELED “TYP” OR “TYPICAL” ARE TO BE APPLIED AT LOCATIONS THAT ARE THE SAME ORSIMILAR TO THOSE SPECIFICALLY INDICATED. WHERE A DETAIL IS NOT INDICATED, THE DETAIL SHALLBE THE SAME AS FOR SIMILAR CONDITIONS OR AS SHOWN IN THE “TYPICAL DETAILS.”

9. THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, GRAVITY AND LATERALFRAMING, SHEAR WALLS, DIAPHRAGMS, PERMANENT BRACING AND EXTERIOR LOAD BEARING WALLSARE COMPLETE AND HAVE ACHIEVED THEIR DESIGN STRENGTH. CONTRACTOR IS SOLELYRESPONSIBLE FOR MAINTAINING STRUCTURAL STABILITY DURING ERECTION AND CONSTRUCTION.TEMPORARY BRACING SYSTEMS ARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE.

10. STRUCTURAL STEEL:

A. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCEWITH AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGNAND PLASTIC DESIGN, LATEST EDITION, AND AISC “CODE OF STANDARD PRACTICE.”

B. ALL STRUCTURAL STEEL FOR ALL ANGLES, PLATES, AND CHANNELS SHALL BE ASTM A36UNLESS NOTED OTHERWISE. ALL RECTANGULAR AND ROUND HSS SHAPES SHALL BE ASTMA500, GRADE B.

C. ALL BOLTS SHALL BE 3/4” DIAMETER MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS. ALLCONNECTIONS SHALL BE SNUG-TIGHTENED BEARING TYPE USING A MINIMUM OF TWO A325N ORA490N BOLTS, U.N.O..

D. ALL STRUCTURAL STEEL WELDS IN THE SHOP OR IN THE FIELD SHALL BE PERFORMED BY AQUALIFIED WELDER AND SHALL CONFORM TO THE CURRENT REQUIREMENTS OF AWS.

E. SHOP WELDED AND FIELD BOLTED CONNECTIONS ARE PREFERRED, UNLESS OTHERWISESHOWN.

F. FILLET WELDS NOT SPECIFICALLY SIZED IN THESE DOCUMENTS SHALL BE THE MINIMUM SIZE INACCORDANCE WITH AWS D1.1, LATEST EDITION, DEPENDENT ON THE THINNER PART JOINED,BUT NO LESS THAN 3/16”.

G. WELDING ELECTRODES SHALL BE E70XX

H. THE CONTRACTOR SHALL PROVIDE SHELF ANGLES, GLASS SUPPORTS, LINTELS, AND OTHERMISCELLANEOUS STEEL, AS SHOWN ON THE DRAWINGS, AND AS REQUIRED TO PROVIDESUPPORT (STABILIZATION) AROUND AND THROUGHOUT THE BUILDING. NOT EVERY DETAIL ISSHOWN. SEE ARCHITECTURAL AND ELEVATOR DRAWINGS FOR ADDITIONAL MISCELLANEOUSSTEEL DETAILS.

11. WOOD:

A. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE APPLICABLE BUILDING CODE ANDTHE CURRENT EDITION OF THE “NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.”

B. ALL STUDS AND PLATES SHALL BE SPRUCE-PINE-FIR NO.2 (19% MAXIMUM MOISTURE CONTENT)OR BETTER.

C. ROOF SHEATHING SHALL BE PLYWOOD PANELS 19/32” MINIMUM NOMINAL THICKNESS,EXTERIOR RATED SHEATHING, EXPOSURE 1. RUN PANELS PERPENDICULAR TO THE SUPPORTS,STAGGER PANEL ENDS 1/2 PANEL LENGTH. ATTACH WITH 10D COMMON OR DEFORMED SHANKNAILS (1-1/2” MINIMUM PENETRATION) 4” ON CENTER ALONG BUILDING PERIMETER ANDCONTINUOUS PANEL EDGES, 6” ON CENTER AT PANEL EDGES AND 12” ON CENTER ATINTERMEDIATE SUPPORTS. SPACE NAILS AT 6” O.C. WITHIN 8'-0” OF BUILDING CORNERS ANDEDGES.

D. WOOD PLATES, SILLS, AND SLEEPERS WHICH REST ON CONCRETE SLABS, AND ARE IN DIRECTCONTACT WITH THE EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRYFOUNDATIONS SHALL BE PRESSURE TREATED WOOD, OR SHALL HAVE APPROVED METALATTACHMENT.

E. ALL SPECIFIED FASTENERS SHOWN IN THESE DOCUMENTS MUST BE INSTALLED ACCORDING TOTHE MANUFACTURER'S INSTRUCTIONS. ALL FASTENERS IN A CONNECTION MUST BE USED.FASTENERS FOR FIRE-RETARDANT-TREATED WOOD SHALL BE IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'SRECOMMENDATIONS, FASTENER COATING SHALL BE IN ACCORDANCE WITH ASTM B695, CLASS55 MINIMUM. ALL FASTENERS MUST BE INSTALLED PRIOR TO LOADING THE CONNECTION.

F. SUBSTITUTIONS FOR SIMPSON STRONG-TIE CO., INC.'S PRODUCTS MUST BE PRE-APPROVED INWRITING BY THE ENGINEER. SUBSTITUTION REQUESTS MUST BE ACCOMPANIED BY EVALUATIONREPORTS FROM THE INTERNATIONAL CODE COUNCIL.

G. ALL SIMPSON HANGERS TO BE USED IN EXTERIOR OR WET APPLICATIONS SHALL HAVE A ZMAXOR HOT-DIPPED GALVANIZED COATING.

12. SUBMITTALS:

R. CODE COMPLIANT STRUCTURAL DESIGN OF THE FOLLOWING ITEMS IS DEFERRED TO THEGENERAL CONTRACTOR.

a. TEMPORARY BRACING AND SHORINGb. ROOF ACCESS LADDERS AND SAFETY CAGESc. HANDRAIL FRAMINGd. SEISMIC AND WIND ANCHORAGE AND SWAY BRACING OF MECHANICAL, ELECTRICAL, AND

PLUMBING SYSTEMS COMPONENTSe. POST-INSTALLED CANOPIES AND CONNECTIONS TO STRUCTURE

B. DEFERRED SUBMITTALS SHALL INCLUDE SUBSTANTIATING STRUCTURAL CALCULATIONS ANDSHALL BEAR THE SIGNED WET OR CERTIFIED ELECTRONIC STAMP OF A REGISTEREDPROFESSIONAL ENGINEER WHO IS LEGALLY AUTHORIZED TO PRACTICE IN THE JURISDICTIONWHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERINGSERVICES OF THE KIND INDICATED. DEFERRED SUBMITTALS SHALL BEAR THE APPROVALSTAMP OF THE PROJECT ENGINEER OF RECORD.

C. ALL SHOP DRAWINGS AND SUBMITTALS MUST BE REVIEWED AND APPROVED BY THECONTRACTOR PRIOR TO SUBMITTAL. ENGINEER'S REVIEW OF SHOP DRAWINGS IS LIMITED TOCHECKING FOR GENERAL CONFORMANCE WITH DESIGN DRAWINGS AND STRENGTH OFCOMPONENTS AND MATERIALS. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM THEDESIGN DRAWINGS, QUANTITIES, DIMENSIONAL ERRORS, OR OMISSIONS IN THE SHOPDRAWINGS.

D. ALL SHOP DRAWINGS MUST BE ORIGINAL DOCUMENTS AND SHALL NOT BE REPRODUCTIONS OFTHESE CONTRACT DOCUMENTS.

E. SUBMIT SHOP DRAWINGS DETAILING FABRICATION OF EACH MEMBER AND ITS CONNECTIONS.CONNECTION DRAWINGS ARE TO BE PREPARED UNDER THE SUPERVISION OF A LICENSEDPROFESSIONAL ENGINEER.

F. SUBMIT SHOP DRAWINGS DETAILING FABRICATION OF EACH MEMBER AND ITS CONNECTIONS.CONNECTION DRAWINGS ARE TO BE PREPARED UNDER THE SUPERVISION OF A LICENSEDPROFESSIONAL ENGINEER.

G. CONTRACTOR SHALL SUBMIT STRUCTURAL SHOP DRAWINGS FOR THE FOLLOWING:

a. PREFABRICATED AWNINGS AND CANOPIES AND THEIR CONNECTIONS AND ATTACHMENTS

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

6 7 1 7 S h a w n e e M i s s i o n P k w ySuite 100, Overland Park, KS 66202P: (913) 831-1262, F: (913) 831-0148w w w . p m a e n g i n e e r i n g . c o mP M A E n g i n e e r i n g , c 2 0 2 0( P R O J E C T # P 2 0 0 8 0 )

MO CERTIFICATE OF AUTHORITY : 001400

Engineering

VALERIE J.K. BAEHR, P.E.MO# 2017016721

PAGE McNAGHTEN ASSOC., INC.PROFESSIONAL ENGINEERING

CORPORATIONd/b/a PMA ENGINEERING

MISSOURI STATE CERTIFICATEOF AUTHORITY # 001400

5/4/2020

STRUCTURAL GENERAL NOTES 1S0.1

SHEET INDEX 2S0.1

STRUCTURAL ABBREVATIONS 3S0.1

S0.1

GENERALNOTES

NOT USED 4S0.1

1

CITY COMMENTS 05.26.20201

05/26/2020

50-55'

5

3

4

1

2

ZONEHEIGHT

0-15'

+16.0 -28.8

+16.0 -48.3

+16.0 -72.7

+28.8 -31.2

+28.8 -38.6

15-20'

-30.7

-51.5

-77.5

+30.7 -33.3

+30.7 -41.2

20-25' 25-30'

-33.3

-55.9

-84.1

+33.3 -36.1

+33.3 -44.7

30-35'

-34.5

-57.9

-87.1

+34.5 -37.4

+34.5 -46.3

35-40'

-35.5

-59.5

-89.5

+35.5 -38.4

+35.5 -47.5

40-45'

-36.4

-61.0

-92.0

+36.4 -39.5

+36.4 -48.8

45-50'

-37.1

-62.2

-93.8

+37.1 -40.2

+37.1 -49.8

-37.8

-63.4

-95.6

+37.8 -41.0

+37.8 -50.7

55-60'

-38.6

-64.6

-97.4

+38.6 -41.8

+38.6 -51.7

-32.1

-53.9

-81.1

+32.1 -34.8

+32.1 -43.1

COMPONENTS & CLADDING WIND PRESSURES (PSF)115 MPH (3 SEC GUST), EXPOSURE C, LRFD

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

+16.0

NOTES:

1. WIND ZONES ARE IN ACCORDANCE WITH ASCE 7-10, FIGURE 30.5-1 WITH AROOF ANGLE 0° - 7° (FLAT ROOF)

2. PRESSURES ARE BASED ON AN EFFECTIVE WIND AREA OF 10 SQUARE FEET.

3. PRESSURES SHOWN ARE NOMINAL WIND PRESSURES AT ULTIMATE LOADLEVEL (LRFD) AND SHALL BE USED IN ACCORDANCE WITH THE LOADCOMBINATIONS SPECIFIED IN ASCE 7-10, CHAPTER 2.

4. DESIGNER MAY USE THE APPROPRIATE ADJUSTMENT FACTORS OR METHODSOF ASCE 7-10 TO COMPUTE COMPONENT & CLADDING PRESSURES FORSPECIFIC COMPONENTS OF THIS STRUCTURE.

5. PRESSURES SHOWN ARE APPLIED NORMAL TO THE SURFACE, FOR EXPOSURE& HEIGHT INDICATED ON THE TABLE. ADJUST TO OTHER CONDITIONS USINGEQUATION 30.5-1.

6. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAYFROM THE SURFACES, RESPECTIVELY.

7. NOTATION:a: 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4h, WHICHEVER IS

SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSIONOR 3 FT (0.9 m).

h: MEAN ROOF HEIGHT, IN FEET (METERS), EXCEPT THAT EAVE HEIGHTSHALL BE USED FOR ROOF ANGLES

NOTE:

1. CONDITIONS AND DIMENSIONS SHOWN ON THIS PLAN HAVE BEEN TAKENFROM EXISTING DRAWINGS, FIELD MEASUREMENTS AND FIELD OBSERVATIONS. DETAILS HAVE BEEN DEVELOPED BASED ON THE BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN, AND, IF THE AS-BUILT CONDITIONIS DIFFERENT THAN THAT REPRESENTED IN THESE DOCUMENTS, SHALLNOTIFY THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITHTHE WORK.

2. G.C. TO VERIFY EXISTING HEADER SIZES MEET OR EXCEED SIZE INDICATED ON PLAN. IF EXISTING HEADERS DO NOT MEET OR EXCEEDSIZES SHOWN, CONTACT E.O.R. FOR CORRECTIVE ACTION.

3. 1/2" CDX PLYWOOD SHEATHING (32/16) WITH A PS1 RATING. ATTACH ALONG THE EDGE WITH 10D COMMON NAILS @ 6" O.C. AND IN THE FIELDAT 12" O.C.

PLAN REFERENCE NOTE:

A ARCH VERIFY DIMENSIONS

B INSTALL NEW 2x6 STUDS FROM TOP HEADER OVER DOOR / WINDOW TO BOTTOM OF EXISTING HIGH TRANSOM HEADER. PROVIDE ATTACHMENTS PER NAILING SCHEDULE ON 2/S0.2

2S3.0

3S3.0

MINIMUM HEADERSIZE OF (3) 2x6

MINIMUM HEADERSIZE OF (3)

LVL1 3/4x 9 1/4

4S3.0

27'-9" F.V. 4'-4 1/2"

2'-9

"8'

-9"

2'-9

"

1'-3

1/8

"

6'-8

"15

'-9 5

/8" F

.V.

3 1/

2"

25'-9 1/2" F.V. 9'-10 1/2"

A

A

A

A

A

A

MINIMUM HEADERSIZE OF (3) 2x6

B

B

MINIMUM HEADERSIZE OF (3)LVL1 3/4x 9 1/4

5S3.0

MINIMUM HEADERSIZE OF (3) 2x6

B

2x6 CONT BLOCKING @ TOPOF EXISTING FRAMING (TYP)

2x6 DOUBLE TOP PLATE, ATTACHLOWER PLATE TO STUD W/ (2) 10dCOMMON NAILS. ATTACH UPPERPLATE TO LOWER PLATE W/ (2) 10dCOMMON NAILS AT 16" O.C. OFFSETFROM STUD

2x6 @ 16" O.C. ATTACH TO TOPPLATE w/ (2) 10D COMMON NAILS.ATTACH TO CONT BLOCKING ON EASIDE w/ (2) 10D COMMON NAILS

2x6 CONT BLOCKING.ATTACH TO TOP PLATE

w/ (2) 10D COMMONNAIL @ 16" O.C. (TYP)

NOTE:

1. CONTACT E.O.R. IF CONDITION VARIES FROM SHOWN.

2x6 STUDS @ 16' O.C., OVERLAPEXISTING STUDS BY 1'-0" ANDATTACH w/ (4) 10D COMMON NAILS(TYP)

EXISTING 2x6 WALLSTUDS (TYP)

EXISTING ROOFFRAMING TOREMAIN

NEW SHEATHING PERPLAN. EXTEND 8"

BEYOND NEW FRAMINGAND ATTACH TO

EXISTING FRAMING

EXTERIORVENEER

PER ARCH

T.O. PARAPETELEV PER ARCH

MATCH EXISTING TOWERWIDTH PER ARCH

EXISTINGGLAZING

PER ARCH

2x6 BLOCKING,ATTACH TO EA

STUD w/ (2) 10DCOMMON NAIL

TOENAILED (TYP)

(2) 2x6 CONTBLOCKING

2x6 BRACING MEMBER,ATTACH TO STUDS w/

(4) 10D COMMON NAILS

2x6 CONT BLOCKING.ATTACH TO TOPPLATE w/ (2) 10DCOMMON NAIL @ 16"O.C. (TYP)

VERIFYPLYWOOD

SHEATHING

CANOPY &ATTACHMENT PER

SUPPLIER

NOTE:

1. CONTACT E.O.R. IF CONDITION VARIES FROM SHOWN.2. TRUSSES PERPENDICULAR TO WALL @ SIM CONDITIONS.

2x6 CONTBLOCKING T&B

2x6 @ 16" O.C. ATTACH TOTOP PLATE w/ SIMPSONSTRONG TIE A21 PERMANUFACTURER. ATTACHTO CONT BLOCKING ON EASIDE w/ (2) 10D COMMONNAILS (TYP)

CONFIRM EXISTINGHEADER MEETS OREXCEEDS SIZEINDICATED ON PLAN.INSTALL NEW BLOCKINGPER 3/S0.2 IF EXISTINGDOES NOT MATCH

EXISTING ROOFFRAMING TOREMAIN

2x6 STUDS @ 16' O.C.,OVERLAP EXISTINGSTUDS BY 1'-0" ANDATTACH w/ (4) 10DCOMMON NAILS (TYP)

EXISTING 2x6WALL STUDS (TYP)

EXTERIORVENEER

PER ARCH

3'-0 1/4"

2'-7

"PE

R A

RC

H

VARIES PER ARCH (4'-1" MAX)

T.O. PARAPETELEV PER ARCH

B.O. BUILDOUTELEV PER ARCH

(3) 2x6 BEAM. SPAN & ATTACH TO(2) 2x6 JAMB STUDS AT FULL

HEIGHT VERTICAL STUDS ONEITHER SIDE OF TOWER. ATTACHw/ SIMPSON STRONG TIE LS30 w/

(6) 0.148"x1/2" FASTENERS

CANOPY &ATTACHMENT PER

SUPPLIER

HEADER PER PLAN

EXISTING GLAZING PER ARCH

EXISTING 2X6 WALL STUDS

CONFIRM EXISTING HEADERMEETS OR EXCEEDS SIZEINDICATED ON PLAN. INSTALLNEW BLOCKING PER 3/S0.2 IFEXISTING DOES NOT MATCH

EXISTING ROOFFRAMING TO REMAIN

CONFIRM EXISTING HEADERMEETS OR EXCEEDS SIZEINDICATED ON PLAN. INSTALLNEW BLOCKING PER 3/S0.2 IFEXISTING DOES NOT MATCH

EXISTING PARAPETCAP TO REMAIN

PER ARCH

NEW 2x6 FRAMING PER PLAN

2x6 DOUBLE TOP PLATE, ATTACHLOWER PLATE TO STUD W/ (2) 10dCOMMON NAILS. ATTACH UPPERPLATE TO LOWER PLATE W/ (2) 10dCOMMON NAILS AT 16" O.C. OFFSETFROM STUD

2x6 @ 16" O.C. ATTACH TO TOPPLATE w/ (2) 10D COMMON NAILS.ATTACH TO CONT BLOCKING ON EASIDE w/ (2) 10D COMMON NAILS

2x6 CONT BLOCKING.ATTACH TO TOP PLATEw/ (2) 10D COMMONNAIL @ 16" O.C. (TYP)

NOTE:

1. CONTACT E.O.R. IF CONDITION VARIES FROM SHOWN.

EXISTING ROOFFRAMING TOREMAIN

NEW SHEATHING PERPLAN. EXTEND 8"

BEYOND NEW FRAMINGAND ATTACH TO

EXISTING FRAMING

EXTERIORVENEER

PER ARCH

CONFIRM EXISTING HEADERMEETS OR EXCEEDS SIZEINDICATED ON PLAN. INSTALLNEW BLOCKING PER 3/S0.2 IFEXISTING DOES NOT MATCH

NEW 2x6 FRAMING PER PLAN

EXISTINGGLAZING

PER ARCH

T.O. PARAPETELEV PER ARCH

B.O. BUILDOUTELEV PER ARCH

SECTION3/4" = 1'-0"

2

S3.0SECTION @ WALL OPENING3/4" = 1'-0"

3

S3.0

PARTIAL WALL FRAMING PLAN1/4" = 1'-0"

1

S3.0SECTION3/4" = 1'-0"

4

S3.0SECTION3/4" = 1'-0"

5

S3.0

S3.0

FRAMINGPLAN &

SECTIONS

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

1525

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6 7 1 7 S h a w n e e M i s s i o n P k w ySuite 100, Overland Park, KS 66202P: (913) 831-1262, F: (913) 831-0148w w w . p m a e n g i n e e r i n g . c o mP M A E n g i n e e r i n g , c 2 0 2 0( P R O J E C T # P 2 0 0 8 0 )

MO CERTIFICATE OF AUTHORITY : 001400

EngineeringPM A l

VALERIE J.K. BAEHR, P.E.MO# 2017016721

PAGE McNAGHTEN ASSOC., INC.PROFESSIONAL ENGINEERING

CORPORATIONd/b/a PMA ENGINEERING

MISSOURI STATE CERTIFICATEOF AUTHORITY # 001400

5/4/2020

NORTH

05-05-2020

05-05-2020

05-05-2020

3' -

0"

RE

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TO

SH

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DA

1.0

NOTE:SEE FINISH LEGEND ANDINTERIOR ELEVATIONS FORPAINT AND DOOR FINISHES, TYP.

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DOOR SCHEDULE

DOORNO. ROOM NAME

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5' - 10 1/4" 6' - 10"1 WOMEN'S RESTROOM 3' - 0" 7' - 0" A WD HM X X X X X X X X 1, 2, 5, 6, 7, 8, 92 MEN'S RESTROOM 3' - 0" 7' - 0" A WD HM X X X X X X X X 1, 2, 5, 6, 7, 8, 93

PARTITION DOOR - WOMEN'SRESTROOM

2' - 0" 6' - 8" A WD HM

X

X X

X X X X X

1, 2, 5, 6, 7, 8, 95

PARTION DOOR - MEN'SRESTROOM - ADA

2' - 10" 7' - 0" A WD HMX

X X X X X X X 1, 2, 5, 6, 7, 8, 9

6 PARTITION DOOR - WOMEN'SRESTROOM -ADA

2' - 10" 7' - 0" A WD HMX

X X X X X X X 1, 2, 5, 6, 7, 8, 9

BDOOR SCHEDULE NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

LAMINATE DOORS. SEE INTERIOR ELEVATIONS

MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY.

FRAMES SHALL BE PAINTED.

TOILET PARTITIONSMFR: BOBRICKTYPE: DURALINE SERIES 1080COLOR: BRUSHED ALUMINUM 0328 FH1 1/2" WALL POST, LATCH , KEEPER, COAT HOOK (DTL 20/ADA1.0) & MOUNTING BRACKETS. INSTALL PERMANUFACTURER'S SPECIFICATIONS & DETAILS. DOOR HANDLE AND LATCH SHALL BE MOUNTED AT 36" A.F.F.HINGES SHALL BE SELF-CLOSING

MOUNT KICKPLATE ON PUSH SIDE ONLY.

ADJUST DOOR CLOSER. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 8.5 LBS EXTERIORMEASURED AT 90 DEGREES TO THE DOOR AT THE STRIKE SIDE EDGE. DOOR CLOSERS SHALL BE ADJUSTEDSO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO APOSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.

ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED (OR AS REQUIRED BY LOCAL JURISDICTION) - (1)MEN; (1) WOMEN

RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS.

FRAMES SHALL BE PAINTED P-3

CFLOOR PLAN NOTES

ADOOR SCHEDULE

1.

2.

3.

4.

5.

MATCH EXISTING STOREFRONT COLOR.

SEE SCHEDULE FOR GLASS TYPES.

REFER TO FLOOR PLAN FOR ROUGH OPENING DIMENSIONS.

ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED ANDINSTALLED BY G.C. U.O.N.

ALL STOREFRONT WINDOW SYSTEMS SHALL HAVE A "SILL RECEPTOR" ATTHE SILL ALONG WITH INDUSTRY STANDARD "END DAMS".

INTERIOR DOORS, FRAMES & HARDWARE

LOCKNETCONSTRUCTION@LOCKNET.COM800 JOHN C. WATTS DR.NICHOLASVILLE, KY 40356855-432-4613, FAX: 877-887-4958

NATIONAL ACCOUNT SUPPLIER

1/2" = 1'-0"DOOR TYPE A D

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

1525

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GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

CLOSET 1' - 6" 6' - 8" B WD HM

X

X X

XX

X X X 1,3,9

05-05-2020

05-05-2020

05-05-2020

05-05-2020

NEW TOWER22' - 5 1/2"

EXISTING WINDOW

EXISTING PORTION OFPORTAL TO REMAIN

NEW E.I.F.S WAINSCOTBASE FINISH

NEW CANOPY ANDTACO BELL SIGN

SIGN BY SIGNAGE VENDOR. GCTO PROVIDE 2X BLOCKINGWHERE SIGN SUPPORT RAILSATTACH TO SIDE OPENINGS.

NEW 1" R-5 E.I.F.S SYSTEMTOPPER TO MATCHEXISTING ADJACENT WALL

WATER RESISTIVE AIRBARRIER MEMBRANE O/ 1/2"EXT. GRADE PLYWOODSHEATHING

E.I.F.S. DRAINGAE SYSTEM

EXISTING ROOFSYSTEM

TO MATCH EXISTINGROOF SYSTEM

ALIGN NEW STUDFRAMING WITHEXISTING

A5.14

LIGHT FIXTURE FOR BELL

B.O. BUMPOUT20'-0"

NEW TOWER22' - 5 1/2"

NEW 1" R-5 E.I.F.S SYSTEMTOPPER TO MATCHEXISTING ADJACENT WALL

WATER RESISTIVE AIRBARRIER MEMBRANE O/ 1/2"EXT. GRADE PLYWOODSHEATHING

PORTION OF EXISTINGPORTAL TO REMAIN

EXISTING PORTION OFPORTAL TO REMAIN

ALIGN NEW TOPPERWITH EXISTING WALL.BOTH SIDES.

EXISTING ROOFSYSTEM

TO MATCH EXISTINGROOF SYSTEM

TOP OF EXISTING PORTION

NEW E.I.F.S WAINSCOTBASE FINISH BEYOND

5/3/2019 4:53:23 PM

A5.0

WALL SECTIONS

3/4" = 1'-0"SECTION THROUGH PORTAL 1 3/4" = 1'-0"SECTION THROUGH PORTAL LEG 2

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

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GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

05-05-2020

CEILING FINISH ASSCHEDULED ONA7.1

STOREFRONT DOOR ASSCHEDULED ON A1.1

STRUCTURAL LVL, SEESTRUCTURAL DRAWINGS

CANOPY BYSIGNAGE VENDOR

3/8" THREADED RODWITH WASHERS ANDNUTS ON BOTH SIDESBY SIGNAGE VENDOR.ANY HOLEPENETRATION LARGERTHAN 1/2" DIA.

1/2" PLYWOOD SHEATHING

WATER RESISTANT AIRBARRIER TO CONTINUEBEHIND CANOPY

A6.18

EXTERIOR SHEATHING

RECLAIMED WOOD. SEE A4.0.

WOOD RAINSCREENFURRING (3/8" THICK MIN

4

EIFS 1/2" SEALANT AND BACKER ROD

5/8" DENS GLASS OR EQUAL SEALANT WITH WEEPS AT 16"O.C. BY EIFS INSTALLER

BRAKE METAL HEAD FLASHING

EXISTING WALL ASSEMBLY

EXISTING STOREFRONT SYSTEM

WEATHER BARRIER BY OTHERS

EIFS

EXTERIOR SIDE INTERIOR SIDE

DENS GLASS SHEATHINGON METAL STUD FRAMING

EXISTING WALLASSEMBLY

3/4"3/4"

1 9/

64"

6/12 PITCH

EIFS WEATHER BARRIER

REFERENCE PAREXDETAIL SWM A1.01

REFERENCE PAREXWATERMASTER CLASS PB

SYSTEM DETAIL SWM A1.01

T.O PARAPET19' - 10 1/2"

NEW TOWER22' - 5 1/2"

2X6 FRAMING, SEESTRUCTURAL, TYP.

METAL COPING

E.I.F.S.

"Z" FLASHINGBY G.C.

NEW 1" E.I.F.S. SYSTEMTO MATCH EXISTING

1/2" SEALANT AND BACKERROD

NEW 1" E.I.F.S. SYSTEM

E.I.F.S. WEATHERBARRIER

5/8" DENS GLASS OR EQUAL

FLUID APPLIEDWEATHER BARRIER

1/2" DENS GLASS OREQUAL

CONTINUOUS CLEAT

1/4" / 1'-0"

0' -

4"

FIBER CANT STRIP

EXISTING WALL

4/25/2019 10:50:30 AM

A5.1

TOWER DETAILS

3" = 1'-0"ENTRANCE CANOPY DETAIL 2

NTSSTOREFRONT JAMB DETAIL 5 3" = 1'-0"E.I.F.S. HORIZ. REVEAL 3

3" = 1'-0"PORTAL DETAIL 4

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

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GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

05-05-2020

WALL FINISH PER INTERIORELEVATIONS

WALL SUBSTRATE PER SHT. A1.0

MT-1, SEE A7.2

FLOOR TILE ASSCHEDULED

QUAD OUTLETBEHIND MENU BOARDTYP.

NOTES:1. EC/GC TO INSTALL A TOTAL OS (4) IG5262 DUPLEX OUTLETS IN (2) QUAD BOXES ON FRONT OF VALANCE WALL AS SHOWN. OUTLETS TO BE ORANGE

AND STRAIGHT BLADE.

2. EC/GC TO EVALUATE VALANCE WALL STRUCTURE TO ENSURE ADEQUATE SUPPORT OF DIGITAL MENU BOARDS EQUIPMENT EC/GC TO INSTALLADDITIONAL BACKING MATERIALS (AS REFERENCED ON DRAWINGS) AS NEEDED TO ENSURE ADEQUATE SUPPORT OF DIGITAL MENU BOARDS

3. EC/GC TO INSTALL (1) DATA JUNCTION (JB) IN VALANCE WALL AS SHOWN. CONDUIT TERMINATED ABOVE CEILING TO HAVE BUSHING.

4. EC/GC TO FUN (3) CAT6 LINES FROM NETWORK SWITCH TO DATA JUNCTION BOX. CAT6 LINES SHOULD HAVE BOTH PROPERLY TERMINATED WITHRJ-45 CONNECTORS. EXCESS CAT6 CABLE TO BE COILED INTO SERVICE LOOPS AT EACH END AND LEFT ACCESSIBLE FOR DMB INSTALL TEA. CAT6TO BE RUN IN ACCORDANCE WITH ALL LOCAL MUNICIPALITY CODE REQUIREMENTS.

5. EC/GC SHALL ACQUIRE AND SECURE NY/ALL REQUIRED PERMITTING FOR THE WORK MENTIONED ABOVE PER MUNICIPALITY CODE REQUIREMENTS.

6. DRAWING PROVIDED IS FOR INSTALLATION OF DMB EQUIPMENT ONLY. NOT TO BE USED FOR ARCHITECTURAL PURPOSES. IF PLACEMENT OFREQUIRED ELEMENTS CANNOT BE MET AND WILL EXCEED A 3IN DEVIATION, STRATACACHE MUST BE NOTIFIES IMMEDIATELY.

1/2" PLYWOOD BACKING(150" X 18") TO BEINSTALLED BEHIND THEDRYWALL/FINISHED WALLSURFACE

2-4" MINIMUM CLEARANCE FROMBOTTOM OF VALANCE WALL TOBOTTOM OF DISPLAY

DMB'S TO BECENTERED ON WALL

JUNCTION BOX (JB)WITH CONDUITTHROUGH TOCEILING

BOTTOM OFVALANCE WALL

MEDIA PLAYERBEHIND MENUBOARDS TYP

DMB MOUNTINGBRACKET TYP.QUAD OUTLET

4' - 8"4' - 8"

19.00" 19.00"

4.25

"

8.25

"

18.7

5"

ELECTRICAL SCHEDULEJB = JUNCTION BOXGC = GENERAL CONTRACTOREC = ELECTRICAL CONTRACTOR

QTY DESCRIPTION VOLT/PH BRK SIZE COND/WIRE PNL/CCT RECP TYPE HGT AFF REQUIREMENT & REMARKS

4 MENU BOARD - DIGITAL &MEDIA PLAYER120/1ISOLATED 20A

(4) IG5262 SEE PLAN SEE LAYOUT AND PLAN

E.I.F.S.

PIPE/SLEEVE(TYP.)

3 - 2x10 BLOCKING

SIMPSON A34FRAMING ANCHOR(TOTAL OF 4)

VERIFY BLOCKINGREQUIREMENTSWITH SIGN VENDOR

NEW SUBSTRATE

SEALANT

1"X4" CHAIR RAILREF. A7.2

WAINSCOT. INSTALLPER SPECIFICATION.SEE A7.2 ANDINTERIORELEVATIONS.

2'-10"T.O. CHAIR RAIL

GYPSUM WALL BOARD FINISHEDSURFACE & CORNER

COMPLETE WALL FINISH, INSTALLMETAL CORNER MOLD

1/2" POWDER COATED ALUMINUMCORNER GUARD AT LOUNGE WALLS"ROUGH UP" INSIDE SURFACE OFCORNER GUARD AND ATTACH WITHCONSTRUCTION ADHESIVE

0' - 2"

0' -

2"

WOOD CHAIR RAIL PERSCHEDULE MITERCORNERS, TYPICAL

ALUMINUM SCHLUTERTRIM STRIP. ALIGNWITH WAINSCOTBELOW CHAIR RAIL

WALL FINISH PER SCHEDULE

WALL TILE PER FINISHSCHEDULE

ALUMINUM SCHLUTERTRIM STRIP PERFINISH SCHEDULE

CAULK

20 GA. S.S. CORNERGUARD - TOP OF BASE TOBOTTOM OF CLG. - ATTACHW/ CONST. ADHESIVE

0' - 2"

0' -

2"

0' - 2"

TILE WHERE OCCURS

20 GA. S.S. END WALLGUARD - TOP OF BASE TOBOTTOM OF CLG. - ATTACHW/ CONST. ADHESIVE

TILE WHERE OCCURS

WALL FINISH OVERSUBSTRATE PER PLAN

CAULK

20 GA. S.S. CORNERGUARD - TOP OF BASE TOBOTTOM OF CLG. - ATTACHW/ CONST. ADHESIVE

2x6 VERT. BLOCKING 24" O/C. W/ (2)16d EA. END, EA. SIDE

ROOF TRUSSES, TYP.

A35, TYP.

SIMPSON DTC ROOF TRUSS CLIPON BOTH SIDES

0.145"Æ @ 16" O.C. POWDER ACTUATEDFASTENER WITH (2)-7/8" WASHERS W/MIN 1 1/2"

SILL PLATE

1" C

LR.

2X6 LEDGER AND JOIST HANGAR ATREFERENCED CEILING HEIGHT FORRESTROOM CONDITION

ROOF TRUSSES, TYP.

SIMPSON DTC ROOF TRUSSCLIP ON BOTH SIDES

0.145"Æ @ 16" O.C. POWDERACTUATED FASTENER WITH (2)-7/8"WASHERS W/ MIN 1 1/2"

SILL PLATE

1" C

LR.

SCHLUTER JOLLYWALL TRIM

FINISH AS SCHEDULEDON 1/2" GWB

WALL TILE AS SCHEDULEDON 1/2" CEMENTITIOUSWALL BOARD

SCHLUTER JOLLY WALL TRIM

WALL TILE AS SCHEDULED ON1/2" CEMENTIOUS WALL BOARD

1/2" GYP. BD. PAINTEDPER FINISH SCHEDULE

30" 27" 27" 27" 30"27"

(A)45 1/4"

(B)30"

(C)38"

(D)34"

(E)36"

FINISH FLOOR

T.O. TABLE

T.O. TABLE

CHARGING STRIP

HUB TABLE LIGHTS AREDIMENSIONED FROM TOP OF TABLETO BOTTOM OF LIGHT FIXTURE

NOTE: GC TO DRILL 1/2" DIA. HOLE, INMETAL CHANNEL TO ACCOMODATEMOUNTING PENDANT LIGHTS PERDIMENSIONS SPECIFIED. CENTERHOLES IN CHANNEL.

POWER AND DATAFROM CEILIING

REMOVE AND REPLACEEXISTING SUBSTRATEBELOW WINDOWS AFTERFRAMING INSPECTION.

WAINSCOT. INSTALL PERSPECIFICATIONS. SEE A/7.2AND INTERIOR ELEVATIONS

NOTE: SEE INTERIORELEVATIONS FOR FINISHES

0'-0"F.F.E.

BASE TILE. REF. A7.2

TILE FLOOR. REF. A7.2

CEMENT BOARD

EXISTING CHAIR RAIL TOBE REMOVED ANDREPLACED. SEE A7.2.

2'-10"T.O. CHAIR RAIL

REMOVE EXISTINGMARMOLEUM WAINSCOT.

EXISTING DRYWALL TO BEREMOVED AND REPLACEDBELOW WINDOS AFTERFRAMING INSPECTION.

EXISTING DRYWALL TO BEREMOVED AND REPLACEDBELOW WINDOWS AFTERFRAMING INSPECTION.

0'-0"F.F.E.

REMOVE AND REPLACEEXISTING CEMENTBOARD, BASE TILE,AND FLOOR TILE

REMOVE EXISTINGMARMOLEUM WAINSCOT.

A6.0

FINISH ANDCONSTRUCTION

DETAILS

N.T.S.WALL TILE TO FLOOR TILE TRANSITION 3

N.T.S.DIGITAL MENUBOARD DETAIL 10

N.T.S.BLOCKING DETAIL2 5

N.T.S.CHAIR RAIL DETAIL 13

N.T.S.DECOR CORNER GUARD 7

N.T.S.FINISH TRANSITIONS2 8

N.T.S.S/S CORNER GUARDS2 6

N.T.S.SUPPORT - PARALLEL TO TRUSS 1

N.T.S.SUPPORT PERP. TO TRUSS 2

N.T.S.DETAIL AT EDGE OF TILE WALL 15

N.T.S.TILE TO GYP. TRANSITION 14

N.T.S.CEILUME DETAIL @ PENDANT FIXTURE 12

N.T.S.CEILING DETAIL @ RECCESSED FIXTURE 11

N.T.S.HUB TABLE LIGHT DETAIL 9

4

3" = 1'-0"WAINSCOT BASE DETAIL 4

4

N.T.S.DEMO CHAIR RAIL DETAIL 16 N.T.S.DEMO WAINSCOT BASE DETAIL 17

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

1525

E. D

ougl

as, W

ichi

ta, K

S 67

211

Tel:

(316

) 265

-936

7w

ww

.glm

v.co

m

GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

05-05-2020

1 PROVIDE A WOOD NAILER TO MATCH THE THICKNESS OF THEWALL FINISH. APRROX. 1-7/8" THICK IS TYPICAL BUT MAY VARY.TOP OF WOOD NAILER SHALL BE FLUSH WITH TOP OF WALLFINISH. THE WOOD NAILER SHALL EXTEND AT LEAST 1/2" INCHBEYOND THE LOWER HORIZONTAL EDGE OF THE PARAPETCOPING TO ALLOW FOR PROPER FASTENING.

FASTENERS USED TO ATTACH THE COPING TO WOOD NAILERS,MUST BE SPACED NO GREATER THAN 18 - INCHES ON-CENTER.

ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10-FOOTLENGTHS OF COPING. PROVIDE A COPING JOINT COVERSBETWEEN ENDS OF COPING PIECES AND AT CORNERS. JOINTCOVERS SHOULD BE MADE FROM THE SAME MATERIAL AS THECOPING AND SHOULD LAP THE JOINTS A MINIMUM OF 6" ONEITHER SIDE. JOINT COVERS SHALL BE FASTENED THE SAME WAYAS THE COPING.

FIBER CANT STRIP SLOPED 1/4:12 TOWARDS ROOF..

ROOF MEMBRANE

FACTORY PAINTED 24 GAUGE METAL COPING WITH 4" DROPFRONT, BACK AND ENDS (WHERE SHOWN).

WALL FINISH: TYPICALLY 7/8" THK NICHIHA O/ 1" THK RIGIDINSULATION

DOUBLE 2X TOP PLATE

PLYWOOD SUBSTRATE. SEE SHEET A1.0 & S2.0 FOR ADDITIONALDETAILS

2

3

4

5

6

7

8

9

NOTES

CONTACT LEE COBB WITHDURO-LAST AT 800-434-3876FOR ROOF MEMBRANEQUESTIONS.

14"

2

3 6

5

4

7

9

8

9

24 GA GALVANIZED STEEL ROOFINGWITH LAPPED SEAMS AND INTEGRALFORMED EDGE FLASHING. ROLL FORMTO TOWER CAP RADIUS.

REPAIRE.I.F.S. ASREQUIRED

1/2" PLYWOODSHEATHING

2x WOOD FRAMING

24"H X 24"W GALV. MTL.HINGED LOUVER -

1/2" PLYWOODSHEATHING

2x WOOD FRAMING

1" DRAINABLEE.I.F.S.

GALV. MTL.DRIPFLASHING

12" MIN.

ABV. ROOF

PLYWOOD SHEATHING

E.I.F.S.

WASHER

BLOCKING AS REQUIRED

PVC (SCH 40) BUSHING - FILL WITHSEALANT

FASTENER AS REQUIRED

NOTE:INSTALL BUSHING AFTER E.I.F.S.APPLICATION HAS HARDENED.DRILL HOLE SLIGHTLY LARGERTHAN BUSHING THROUGHINSULATION ONLY, STOP ATPLYWOOD. CAULK OPENINGPRIOR TO INSERTINGFASTENER TO SEALPENETRATION

MOISTUREBARRIER OVEREXTERIORSHEATHING

OVERLAPREINFORCING MESH8" AT CORNERS

EXISTING TOWERFRAMING

0' - 8"

0' -

8"

1" DRAINABLEE.I.F.S. SYSTEM

5/8" DENS DECKOR SIMILAR

REINFORCINGMESHEMBEDDED INBASE COAT

1-1/2"

3 1/

2"1/

2"

EXISTING E.I.F.S.SEALANTNEW E.I.F.S., MINTHICKNESS 3/4"

1X4 P.T. WD.BLOCKING

SEALANT

EXISTING PLYWD.

NOTE: VERIFY DIMENSIONSAND MATCH CONSTRUCTIONOF EXISTING ADJACENT E.I.F.STRIM BAND

EXISTING P.T. SHIM

METAL CANOPY BY SIGNVENDOR

1/2" SEALANT AND BACKERROD

5/8" DENS GLASS OR EQUAL

EXISTING HEADER

CLASS PB SYSTEMUSE EIFS MANUF.DETAILS OR REFERENCEEIMA GUIDELINES

CONTINUOUS METAL DRIP EDGE Z FLASHING

WEATHER BARRIER

EXISTING STOREFRONT

4/25/2019 10:50:42 AM

A6.1

EXTERIORCONSTRUCTION

DETAILS

12" = 1'-0"NEW PARAPET CAP 2

3" = 1'-0"TOWER CAP TRIM 3

3" = 1'-0"LOUVER DETAIL 4

3" = 1'-0"CONNECTION THRU E.I.F.S. 5

3" = 1'-0"E.I.F.S. CORNER DETAIL 9 1 1/2" = 1'-0"NOT USED 7

12" = 1'-0"E.I.F.S. BAND 1

12" = 1'-0"DRIP EDGE FLASHING DETAIL 8

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

1525

E. D

ougl

as, W

ichi

ta, K

S 67

211

Tel:

(316

) 265

-936

7w

ww

.glm

v.co

m

GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

05-05-2020

05-05-2020

05-05-2020

EUROWEST DECORATIVE SURFACESJAN DETERNATIONAL ACCOUNT MANAGERDESIGN/ ARCH. CONSULTANT(714)-309-9551JDETER@EUROWEST.COMWWW.EUROWEST.COM

CREATIVE MATERIALS CORP.CRAIG LANSLEYPH: 518.713.5372CLANSLEY@CREATIVEMATERIALSCORP.COMPH: 800-207-2967TACOBELLTILE@CREATIVEMATERIALS.COM

MARLITEMIKE FREW(330)260-7623MFREW@MARLITE.COM

WOLF GORDONJESSICA ROSE(213)999-1141JESSICA.ROSE@WOLFGORDON.COM

JAMES HARDIELEVI STUFFERWORK: (800) 348 - 1811CELL: (562) 243 - 8974LEVI.STAUFFER@JAMESHARDIE.COM

EVERBRITEANTHONY NOTOANOTO@EVERBRITE.COM

AGIRANDY KERRRKERR@AGISIGN.COM

CUMMINGSANN BAKER(800)489-7446 EXT. 10001DIRECT: (615)872-0068CELL: (615)812-2204

WILSONART INTERNATIONAL, INC.,ALLYSON MAZZARINISPECIFICATION REPRESENTATIVE(562)781 - 4059MAZZARA@WILSONART.COM

SHERWIN WILLIAMSBRAD HARRINGTON(216)341-5553 EXT 115CELL: (216)-210-2723

ALUCOBONDMIKE CALDWELL(770) - 985-5822MIKE.CALDWELL@3ACOMPOSITES.COM

CEILUMEDAVID CONDELLODAVID@CEILUME.COM1-(877)492-5605

IDXDENNIS CARUANASENIOR PROJECT MANAGERDIRECT: (909)212 - 8375CELL: (909)217 - 6674DENNIS.CARUANA@IDXLOSANGELES.COM

APPLICATOR MUST DO THEIR DUE DILIGENCE WITHPREPARATIONPRIMER: 1 COAT OR SPOT PRIME OF B66W310, PROINDUSTRIAL PRO-CRYL UNIVERSAL PRIMER.FINISH: 2 COATS SW A82-100 SERIES, A-100 EXTERIORLATEX SATIN

PAINTING EXISTING METAL CEILING GRIDS AND HVACGRILLS/DIFFUSERS:

APPLICATION OVER EXISTING MARMOLEUM

1. RAMPART WALL COVERING TO BE INSTALLED PER MANUFACTURERRECOMMENDATIONS.

2. ALL SURFACES MUST BE CLEAN, DRY, STRUCTURALLY SOUND, AND FREE OF GREASE.ANY MILDEW MUST BE REMOVED FROM THE WALLS, AND ALL SURFACES MUST BETREATED TO INHIBIT FURTHER MILDEW GROWTH. LINERS SHOULD NOT BE INSTALLEDUNLESS A TEMPERATURE OF AT LEAST 55 DEGREES CAN BE MAINTAINED IN BOTH THEAREAS OF INSTALLATION AND WHERE THE WALL PROTECTION APPLICATION MATERIALARE STORED.

3. APPLY ROMAN PRO 935 R-35 ADHESION PROMOTING PRIMER (AVAILABLE AT ALL BIG-BOXRETAILERS) WITH A ROLLER OVER THE MARMOLEUM. ALLOW THE SURFACE TO DRYOVERNIGHT.

4. RECOMMENDED WALL LINING MATERIAL IS KOROLINER, AVAILABLE THROUGH WOLF-GORDON.

5. PASTE ONLY ONE STRIP OF LINER AT A TIME. ACCOMPLISH THIS BY BRUSHING ORROLLING A QUALITY PRE-MIXED ADHESIVE THOROUGHLY OVER THE BACK OF THE LINERSTRIP (ROMAN PRO 555 EXTREME TACK ADHESIVE IS RECOMMENDED). MAKE SURE ALLEDGES ARE COVERED. DO NOT CREASE THE MATERIAL.

6. ALIGN THE FIRST STRIP TO A PLUMB LINE. SMOOTH AND OVERLAP FROM THE TOP OFBOTTOM OF THE STRIP. SMOOTH THE STRIP TO THE WALL WITH A SOFT BRUSH,REMOVING ALL AIR POCKETS IN THE PROCESS. BUTT OR DOUBLE CUT ALL SEAM, BUT DONOT OVERLAP THE LINER MATERIAL - OVERLAPS LEAVE VISIBLE IMPERFECTIONS ON THEOTHERWISE SMOOTH WALL SURFACE.

7. SET SEAMS WITH A SEAM ROLLER TO PREVENT THEM FROM OPENING OR CURLINGAWAY FROM THE WALL WHILE DRYING. DO NOT USE EXCESSIVE PRESSURE WHENROLLING SEAMS, AS IT COULD SQUEEZE OUT TOO MUCH OF THE PASTE WHICH COULDALSO CAUSE THE SEAM TO OPEN UP WHEN DRY.

8. USE SCISSORS OR A SINGLE-EDGE RAZOR BLADE TO TRIM EXCESS MATERIAL AT THETOP, BASE, AND AROUND WINDOWS AND DOORFRAMES.

APPLICATION OVER EXISTING SUBSTRATE (USE IF MARMOLEUM IS NOT PRESENT)

1. RAMPART WALL COVERING TO BE INSTALLED PER MANUFACTURERRECOMMENDATIONS.

2. GLOSSY SURFACES SHOULD BE SANDED, AND MILDEW SHOULD BE CLEANED FROM THESURFACE WITH A SOLUTION OF TWO CUPS HOUSEHOLD BLEACH PER GALLON OFWATER. UNLESS FIRMLY BONDED TO THE WALL, OLD WALLCOVERING SHOULD BESCRAPED AND REMOVED. NICKS, GOUGES, AND OTHER SURFACE BLEMISHES MUST BEFILLED AND SANDED SMOOTH. FOLLOW WITH A PIGMENTED, ADHESION-PROMOTINGPRIMER.

3. WITH ALL SURFACES-ONCE PROPERLY PREPARED-APPLY A GOOD QUALITY ACRYLIC ORLATEX WALLCOVERING PRIMER/SEALER. IF AN OIL-BASED PRIMER WAS USED, APPLY ANACRYLIC OR LATEX PRIMER OVER IT BEFORE HANGING, TO AVOID TRAPPING MOISTUREOR ADHESION PROBLEMS. IF THE SURFACE DOES NOT HAVE A UNIFORM COLOR, USE APIGMENTED PRIMER.

4. RAMPART WALL PROTECTION ROLLS ARE NUMBERED CONSECUTIVELY AND SHOULD BECUT AND INSTALLED IN REVERSE SEQUENCE, STARTING WITH THE HIGHEST NUMBEREDROLL. CUT THE MATERIAL INTO FULL WIDTH STRIPS AS THEY WILL BE HUNG,AND LAYTHEM FLAT ON THE FLOOR IN A HEATED ROOM THE DAY BEFORE INSTALLATION TOREMOVE ANY FLAT SPOTS THAT MAY HAVE OCCURRED WITH STORING. REVERSE HANDALTERNATE STRIPS OF THE MATERIAL IN SEQUENCE, AS THEY ARE CUT FROM THE ROLL.RAMPART PATTERNS CAN ALSO BE RAILROADED.

NOTE: IF ANY DEFECT, COLOR VARIATION, OR UNACCEPTABLE PATTERN EFFECT IS NOTICEABLEAFTER THREE PANELS ARE CUT AND HUNG, STOP AND CONTACT WOLF-GORDON IMMEDIATELY.WOLF-GORDON CANNOT ACCEPT ANY CLAIMS ON LABOR OR MATERIAL AFTER MORE THANTHREE PANELS ARE INSTALLED. A7.2

FINISH LEGENDAND SCHEDULE

AFINISH LEGEND

BFINISH SCHEDULE

DFINISH NOTES

1. INSTALL FRP ON KITCHEN SIDE OF SERVING COUNTER WALL.

2. GALV. STEEL WALL AND CEILING FINISHES BY WIC / WIF BOX MFR.

3. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND FRP.

4. FOR FINISH LOCATIONS REFER TO:SHEETS A4.0 & A4.1 - EXTERIOR ELEVATIONSSHEET A7.0 - FLOOR FINISH PLANSHEET A7.1 - REFLECTED CEILING PLANSHEET A8.0 & A8.1 - INTERIOR ELEVATIONS

5. APPROVED PAINT MANUFACTURERS:PORTER, BENJAMIN MORE, SHERWIN WILLIAMS, ICI, & PITTSBURGH PAINTS.MATCH SPECIFIED SCHEDULE COLORS EXACTLY.

6. ALL PAINTED GYPSUM BOARD SHALL HAVE A LIGHT ORANGE PEEL TEXTURE.

7. ALL MORTAR SHALL BE MIXED WITH WHITE SAND TO INSURE A COLORCONSISTENT TO THE ORIGINAL DESIGN INTENT

FWILSONART RE-COVER LAMINATE INSTALL. INSTR.

1.

2.

3.

4.

5.

6.

LAMINATE MAY BE SHIPPED FLAT OR ROLLED IN A BOX. FOR LONG TERM STORAGE, WILSONART RE-COVER LAMINATE SHOULD BE STORED FLAT (HORIZONTALLY) WITH THE ADHESIVE SIDE FACINGDOWN (DECORATIVE SIDE UP).CONDITION BOTH THE LAMINATE AND THE SUBSTRATE IN THE SAME ENVIRONMENT FOR 48 HOURSBEFORE FABRICATION. IF ROLLED, UNROLL THE LAMINATE FOR THE 48 HOUR ACCLIMATION PERIOD.RECOMMENDED CONDITIONING AND ACCLIMATION IS 75°F AND 50% RELATIVE HUMIDITY. DO NOTAPPLY RE-COVER LAMINATE IF THE SURFACE TEMPERATURE OF THE LAMINATE OR THE SUBSTRATEIS BELOW 50°F. IF BONDING OVER AN EXISTING SUBSTRATE THAT IS DAMAGED, REPAIR THE SURFACE TO PREVENTAN UNEVEN APPEARANCE OF THE FINISHED ASSEMBLY. RECOMMENDED PRODUCTS FOR REPAIRINGDAMAGED HIGH PRESSURE DECORATIVE LAMINATE OR WOOD SUBSTRATE: J-B WELD® WOODWELD,ELMER'S®CARPENTER'S® WOOD FILLER, AND BONDO® ALL-PURPOSE PUTTY. BE SURE TO READ ANDFOLLOW THE MANUFACTURER'S PRECAUTIONS AND DIRECTIONS FOR USE. SAND AND CLEAN ALLREPAIRED AREAS BEFORE APPLYING THE LAMINATE.SUBSTRATES SHOULD BE CLEAN AND FREE OF RESIDUE. IF BONDING TO AN EXISTING DECORATIVESURFACE, MAKE SURE IT IS ADEQUATELY CLEANED AND DRIED BEFORE BONDING. SUITABLECLEANING PRODUCTS INCLUDE: WILSONART® 110, WILSONART® 121, WILSONART® 130, WILSONART®131, WILSONART® 131A, ACETONE, ISOPROPYL ALCOHOL, OR WINDEX® WITH AMMONIA. DO NOT USEA CLEANER THAT WILL LEAVE AN OILY RESIDUE. BE SURE TO READ AND FOLLOW THEMANUFACTURER «S PRECAUTIONS AND DIRECTIONS FOR USE.TO PRECUT LAMINATE PRIOR TO BONDING, USE CARBIDE TIPPED SAW BLADES, ROUTER BITS ANDLAMINATE SLITTERS. CUTTING BLADES AND ROUTER BITS SHOULD BE KEPT SHARP AND CLEAN.WHEN USING MULTIPLE SHEETS OF LAMINATE TO COVER AN AREA, LEAVE A GAP BETWEEN SHEETSTO ALLOW FOR PROPER LAMINATE MOVEMENT. A MINIMUM GAP OF 1/16 ≈ IS REQUIRED BETWEENSHEETS OFRE-COVER LAMINATE USED IN NON-ENVIRONMENTALLY CONTROLLED AREAS. A MINIMUM GAP OF1/32≈ IS REQUIRED BETWEEN SHEETS OF RE-COVER LAMINATE IN ENVIRONMENTALLY CONTROLLEDAREAS.

7. PRIOR TO INSTALLATION, AND BEFORE REMOVING THE PEEL SHEET THAT COVERS THE ADHESIVE,DRY FIT THE RE-COVER LAMINATE TO THE SUBSTRATE. ONCE YOU HAVE INDEXED THE LAMINATE,REMOVE 1≈-2≈ OF THE PEEL SHEET ON ONE END AND LIGHTLY TACK IT IN PLACE. BEGIN REMOVINGTHE PEEL SHEET, MAKING SURE THE OPPOSITE END IS STILL PROPERLY ALIGNED. WORK YOUR WAYDOWN THE ENTIRE LENGTH OF THE LAMINATE SHEET UNTIL THE PEEL SHEET IS COMPLETELYREMOVED AND THE RE-COVER LAMINATE IS FLAT ON THE SURFACE. APPLY UNIFORM BONDINGPRESSURE (30-40 PSI MINIMUM) OVER THE ENTIRE BONDED SURFACE USING A MECHANICAL PINCHROLLER (RECOMMENDED) OR A 3 ≈ WIDE J-ROLLER. DO NOT USE A WOODEN BLOCK OR OTHER HANDROLLER.

8. RE-COVER LAMINATE IS NOT REPOSITIONABLE. ANY ATTEMPTS TO REPOSITION THE LAMINATE WILLRESULT IN INADEQUATE BONDING. IF THE RE-COVER LAMINATE HAS BEEN POSITIONEDINCORRECTLY, REMOVE USING A HEAT GUN TO SOFTEN THE ADHESIVE, AND THEN PULL THELAMINATE AWAY FROM THE SUBSTRATE. ONCE A SHEET IS REMOVED, IT CANNOT BE REAPPLIED.REPLACE IT WITH A NEW SHEET OF RE-COVER LAMINATE.

9. ONCE BONDED, YOU CAN BEGIN MACHINING THE RE-COVER ASSEMBLY IMMEDIATELY. HIGH TOOLSPEED AND LOW FEED SPEED ARE RECOMMENDED FOR BEST RESULTS. PRIOR TO ROUTINGEDGES, A RAZOR MAY BE USED TO SCORE THE ADHESIVE SIDE OF THE LAMINATE TO PREVENT THEADHESIVE LAYER FROM ROLLING UP DURING THE PROCESS.

10. TO AVOID STRESS CRACKING, DO NOT USE SQUARE-CUT INSIDE CORNERS. ALL INSIDE CORNERSSHOULD HAVE A MINIMUM OF 1/8≈ RADIUS. DRILL OVERSIZED HOLES FOR SCREWS OR BOLTS.SCREWS OR BOLTS SHOULD BE SLIGHTLY COUNTERSUNK INTO THE FACE SIDE OF A LAMINATECLAD SUBSTRATE.

DESIGNER NOTE:TAKE-OFFS:TAKE-OFFS ARE FORREFERENCE ONLY.GC TO FIELD VERIFYALL QUANTITIESBEFORE ORDERING.

CONTACT INFORMATON CPAINT SPEC E

SYMBOL MANUFACTURER STYLE COLOR SIZE GROUT Comments QTY ALTERNATE FINISHCEILINGCL-2 CEILUME STRATFORD CEILING TILE LATTE 2X2 N/A PAINT EXISTING GRID AND DIFFUSERS SW 6080 UTTERLY BEIGE. INSTALL TILES

USING MFG. RECOMMENDED CLIPS. REF. C/A7.1444 SF

CHAIR RAILCR-1 N/A STAINED MAPLE CHAIR RAIL MINWAX CLASSIC GRAY STAIN 1"X 4" APPLY 2 COATS OF STAIN PER MANUFACTURER'S SPECIFICATIONS; FILL AND SAND

ALL HOLES PRIOR TO STAINING22 LF

FLOOR BASEB-2 EUROWEST URBAN WEAVE - X606292X8 GRAY 3X24 MAPEI # 2 PEWTER, 1/8" JOINT WIDTH 52 LF URBAN WEAVE - CREATIVE MATERIALS CORP.

FLOORINGT-5 EUROWEST URBAN WEAVE - X606292X8 GRAY 24X24 MAPEI # 2 PEWTER, 1/8" JOINT WIDTH 1114 SF URBAN WEAVE - CREAVTIVE MATERIALS CORP.

LAMINATEL-4 NEVAMAR WK0027-T BAILEY 42 SFL-4A WILSONART 17005K-57 MORRIS OAK ALTERNATE TO L-4L-11 WILSONART RECOVER 4888-38 RUSTIC SLATE FINE VELVET FINISH FV

METAL TRANSITIONMT-1 SCHLUTER DILEX AHK AT: SATIN NICKEL ANODIZED

ALUMINUMMAPEI # 11 SAHARA BEIGE RESTROOM BASE: FOR STORES IN CALIFORNIA ONLY USE: AE: SATIN ANODIZED

ALUMINUM82 LF

MT-2 SCHLUTER JOLLY SATIN ANODIZED ALUMINUM VERTICAL TRIM AT WALL TILE TO GYPSUM BOARD TRANSITION DINING / POS AREAMT-3 SCHLUTER DILEX AHK EB: BRUSHED STAINLESS STEEL BRUSHED STAINLESS STEEL TRIM AT TILE WALL IN DINING ROOM 12 LFMT-4 SCHLUTER SATIN ANODIZED ALUMINUM 1/2" X 1/2" OUTSIDE CORNER TRIM ON WAINSCOTMT-5 SCHLUTER BLACK 1/2" DECORATIVE METAL TRIM AT EXPOSED EDGES AND VERTICAL SEAMS; AND

1/2" x 1/2" CORNER TRIM AT OUTSIDE CORNERS ON POS COUNTER AND MILLWORK

SOLID SURFACESS-1 STARON BW010 BRIGHT WHITE 1/2" SS GLUED TO 3/4" PLYWOOD BACKING

WALL COVERINGWC-1 WOLF GORDON 'RAMPART' HIGH IMPACT WALL

COVERINGFOUNDATION / PIGMENT (GOH12172606)

RAILROAD INSTALLATION; THERE SHOULD BE NO SEAMS ALONG WALLS. ORDER &INSTALL BY G.C. SEE INSTALLATION INSTRUCTIONS BELOW.

1 ROLL =80 L.F.

WALL PAINTP-2 SHERWIN WILLIAMS SW 7043 WORLDLY GRAY N/A N/A SEMI GLOSS PRIMER: #023 (WHITE) FRESH START 100% ACRYLICP-3 SHERWIN WILLIAMS SW 7026 GRIFFIN SEMI GLOSS PRIMER: #023 (WHITE) FRESH START 100% ACRYLICP-12 SHERWIN WILLIAMS SW 7043 WORLDLY GRAY FLAT FINISH

WALL TILET-2 EUROWEST TERRECOTTE NERO MIX 593495 8X8 MAPEI # 47 CHARCOAL, 1/8" JOINT WIDTH STACK BOND INSTALLATION, ACCENT WALL RESTROOM 213 SF NERO PAV SQ MIED 713192 - CREATIVE

MATERIALS CORP.T-3 EUROWEST TERRE NERO 713175 8X8 MAPEI # 47 CHARCOAL, 1/8" JOINT WIDTH STACK BOND INSTALLATION, RESTROOM TILE 521 SF NERO 713175 - CRETIVE MATERIALS CORP.T-4 EUROWEST ARCTIC ANTICATO 3X36 MAPEI # 01 ALABASTER, 1/8" JOINT WIDTH RUNNING BOND INSTALLATION OFFSET 25%, ACCENT WALL KITCHEN / DINING 122 SF ARCTIC ANTICATO - CREATIVE MATERIALS CORP.

1

GVINYL WALLCOVERING INSTALLATION INSTRUCTIONS

Name Floor Finish Base Finish Wall Finish Accent Wall

CEILING LAMINATES

CommentsFOH -

CENTRAL FOH - SIDES SOFFITDOOR

LAMINATEPOS

COUNTERTOPPOS COUNTER

FACEDINING T-5 B-2 P-2, WC-1, CR-1,

MT-2, MT-3, MT-5T-4 CL-2, P-12,

P-2CL-2, P-2 P-2 N/A SS-1 L-11

MENSRESTROOM

T-5 MT-1 T-3 T-2 PAINT P-2 N/A N/A L-4 N/A N/A

VESTIBULE T-5 B-2 P-2, WC-1, CR-1 N/A PAINT P-2 EXISTING, P-2 N/A N/A N/A N/AWOMENSRESTROOM

T-5 MT-1 T-3 T-2 PAINT P-2 N/A N/A L-4 N/A N/A

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

BRAND DESIGNER:

STORE NUMBER:

SITE NUMBER:

X.XXXXX

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

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GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

05-05-2020

05-05-2020

05-05-2020

05-05-2020

1. GENERAL PROVISIONS:

A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NECESSARY FOR THE COMPLETE INSTALLATION OF THE PLUMBING AND MECHANICAL SYSTEMS OUTLINED.

B. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL AS REQUIRED BY THE AUTHORITIES.

C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION OVER THE SITE.

D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF THIS WORK.

E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT, PIPE, DUCT, ETC. SHALL BE COVERED, PLUGGED, OR CAPPED AS REQUIRED TO KEEP CLEAN AND UNDAMAGED. ALL DAMAGED ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION OR REPLACED. ALL PROTECTIVE COVERING SHALL BE REMOVED BEFORE FINAL ACCEPTANCE.

F. PROVIDE ALL NECESSARY CUTTING AND PATCHING OF WALLS, FLOORS, CEILINGS, AND ROOFS AS NECESSARY. PATCH AROUND ALL OPENINGS SHALL MATCH ADJACENT AREA. COORDINATE ALL ROOFING WORK WITH OWNER OR RESPONSIBLE PARTY, SO THAT THE EXISTING ROOFING WARRANTY WILL BE MAINTAINED.

G. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE.

2. OPERATION AND MAINTENANCE MANUALS:

A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING DIAGRAMS, CATALOG CUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, ETC. FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT.

B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVED FOR INCLUSION IN THE OPERATION AND MAINTENANCE MANUALS.

C. ALL LITERATURE LISTED ABOVE AND ALL PAPERS LISTING WARRANTIES, ETC. SHALL BE BOUND IN A 3-RING BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARCHITECT, ENGINEER, CONTRACTORS, ETC.

3. MANUFACTURERS:

A. MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE DRAWINGS SHALL BE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. ARTICLES, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURERS SHALL BE ACCEPTABLE, SUBJECT TO STRUCTURAL AND ELECTRICAL CONSTRAINTS OF THE PROJECT DESIGN, UNLESS NOTED OTHERWISE.

4. TESTING, BALANCING, AND CLEANING:

A. ALL PIPING SHALL BE TESTED FOR LEAKS BEFORE BEING CONCEALED IN WALL CONSTRUCTION OR COVERED WITH INSULATION.

B. SEWER AND VENT PIPING SHALL BE HYDROSTATICALLY TESTED WITH NO LESS THAN 10 FEET OF HEAD FOR A PERIOD OF NOT LESS THAN 15 MINUTES, PER THE LOCAL PLUMBING CODE, WITH NO LEAKS.

C. DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT A PRESSURE OF NOT LESS THAN 1-1/2 TIMES THE OPERATING PRESSURE, BUT NOT LESS THAN 60 PSI, FOR A PERIOD OF NOT LESS THAN 2 HOURS, WITH NO LEAKS.

D. NATURAL GAS PIPING SHALL BE PNEUMATICALLY TESTED AT A PRESSURE OF NOT LESS THAN 1-1/2 TIMES THE OPERATING PRESSURE, BUT NOT LESS THAN 50 PSI, FOR A PERIOD OF NOT LESS THAN 2 HOURS, WITH NO LEAKS.

1) BALANCING SHALL INCLUDE THE BALANCING OF THE EQUIPMENT AND AIR DISTRIBUTION SYSTEMS TO PROVIDE DESIGN QUANTITIES INDICATED AND VERIFICATION OF PERFORMANCE OF ALL EQUIPMENT AND AUTOMATIC CONTROLS.

2) WITH IN 30 DAYS OF THE COMPLETION OF THE TESTING AND BALANCING WORK, SUBMIT THE TEST AND BALANCING REPORT BEARING THE SIGNATURE OF THE TEST AND BALANCE ENGINEER. THE REPORTS SHALL BE CERTIFIED PROOF THAT THE SYSTEMS HAVE BEEN TESTED, ADJUSTED, AND BALANCED IN ACCORDANCE WITH THE REFERENCED STANDARDS; ARE AN ACCURATE REPRESENTATION OF HOW THE SYSTEMS HAVE BEEN INSTALLED AND ARE OPERATING. REPORTS SHALL BE BOUND IN A VINYL BINDER AND THE BINDER LABELED OR MAY BE AN ELECTRONIC PDF SUBMITTAL.

F. BEFORE DOMESTIC WATER PIPING IS PLACED IN SERVICE, ALL DOMESTIC WATER DISTRIBUTION SYSTEMS, INCLUDING THOSE FOR COLD WATER AND HOT WATER SYSTEMS, SHALL BE FLUSHED, STERILIZED AND CHLORINATED IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS. THE SYSTEMS SHALL BE THOROUGHLY FLUSHED OF ALL DIRT AND FOREIGN MATTER, THEN FILLED WITH WATER TREATED WITH 50 PPM OF CHLORINE. DURING THE FILLING PROCESS, VALVES AND FAUCETS SHALL BE OPENED SEVERAL TIMES TO ASSURE TREATMENT OF THE ENTIRE SYSTEM. THE TREATED WATER SHALL BE LEFT IN THE SYSTEM FOR 24 HOURS AFTER WHICH TIME THE SYSTEM SHALL BE FLUSHED; IF THE RESIDUAL CHLORINE IS NOT LESS THAN 10 PPM, THE FLUSHING SHALL BE REPEATED. AFTER STERILIZATION, SAMPLES OF WATER IN THE SYSTEM SHALL BE APPROVED BY THE BOARD OF HEALTH.

D. NATURAL GAS.

1) BLACK STEEL PIPE, SCHEDULE 40, ASTM A53. a) PIPE 2" AND SMALLER; 150 LB. MALLEABLE IRON, THREADED FITTINGS.

c) PIPE 2-1/2" AND LARGER, WELDED. d) PLUG VALVE: ROCKWELL NORDSTROM FIGURE NO. 142 OR 143.

E. ALL PIPE HANGERS AND SUPPORTS SHALL BE STANDARD PRODUCTS OF GRINNELL, FEE AND MASON, OR ELCEN. HANGER SPACING SHALL BE IN ACCORDANCE WITH MSS-SP-69.

F. SLEEVES

1) PROVIDE, SET, AND PROPERLY LOCATE PIPE SLEEVES AS REQUIRED FOR THIS WORK. ALL SLEEVES SHALL BE OF SUFFICIENT SIZE TO PERMIT PIPE MOVEMENT DUE TO EXPANSION AND CONTRACTION AND TO ACCOMMODATE PIPE INSULATION.

2) INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PACK BETWEEN PIPE AND SLEEVE WITH FIRE SAFING AND CAULK AT EACH END WITH FIRE RESISTANT SEALANT.

3) ROOF: PROSET OR EQUAL, MANUFACTURED PVC SCHEDULE 40 PIPE SLEEVE WITH WATERPROOF SEAL. COORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY.

4) PLUMBING VENTS: FLASH ROOF VENT INTO ROOFING SYSTEM AS REQUIRED BY THE ROOFING CONTRACTOR TO MAINTAIN EXISTING ROOF WARRANTY. ALL PLUMBING VENT TERMINALS SHALL

G. PROVIDE CHROME PLATED ESCUTCHEONS ON ALL PIPE ENTERING FINISHED AREAS.

7. INSULATION AND DUCT LINING:

A. ALL INSULATIONS AND ACCESSORIES SHALL HAVE A FIRE HAZARD CLASSIFICATION WITH A FLAME SPREAD RATING OF NOT OVER 25, A FUEL CONTRIBUTION RATING OF NOT OVER 50, AND A SMOKE DEVELOPED RATING OF NOT OVER 50, IN ACCORDANCE WITH NFPA.

B. PIPE INSULATION - ABOVE GRADE:

2) FIBERGLASS INSULATION WITH FACTORY APPLIED VAPOR BARRIER, ASJ JACKET, FACTORY APPLIED PRESSURE SEALING LONGITUDE LAP JOINT, NO STAPLES, ZESTON PREMOLDED PVC FITTING COVERS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

3) FLEXIBLE CLOSED CELL ELASTOMERIC THERMAL INSULATION, UNSLIT OR PRESLIT WITH PRESSURE SENSITIVE ADHESIVE SYSTEM FOR CLOSURE AND VAPOR SEALING, EQUAL TO ARMSTRONG AP ARMAFLEX OR ARMAFLEX 2000.

6) INSULATION SCHEDULE:

a) DOMESTIC COLD WATER 1/2" b) DOMESTIC HOT WATER 1" FOR PIPING UP TO 1-1/4"Ø, & 1-1/2" FOR PIPING 1-1/2"Ø AND LARGER c) HOT WATER RECIRCULATING 1" d) CONDENSATE DRAINS INSIDE BUILDING 1/2"

5. PLUMBING:

A. PROVIDE AN APPROVED WATER HAMMER ARRESTOR FOR EACH PLUMBING FIXTURE SUPPLY AS

B. ALL EXPOSED WASTE PIPE SHALL BE CHROME PLATED BRASS PIPE, NO FERROUS PIPE.

C. PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION AND AT 100 FOOT INTERVALS IN STRAIGHT RUNS.

D. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND TRAPS.

E. CLEANOUTS:

1) VINYL TILE FLOOR: JR SMITH #4140, OR EQUAL. 2) QUARRY TILE FLOOR: JR SMITH #4200, OR EQUAL. 3) CARPETED FLOOR: JR SMITH #4020-Y, OR EQUAL. 4) UNFINISHED FLOOR: JR SMITH #4020, OR EQUAL. 5) WALL: JR SMITH #4472, OR EQUAL, 24" ABOVE THE FLOOR.

H. ALL SEWER PIPING LOCATED INSIDE THE BUILDING SHALL BE INSTALLED WITH THE FOLLOWING SLOPES.

1) INSTALL 2-1/2" AND SMALLER PIPE AT 1/4" PER FOOT FALL. 2) INSTALL 3" AND LARGER PIPE AT 1/8" PER FOOT FALL.

F. PROVIDE DIELECTRIC UNIONS WITH APPROPRIATE END CONNECTIONS TO MATCH THE PIPE SYSTEM IN WHICH INSTALLED (SCREWED, SOLDERED, OR FLANGED). PROVIDE DIELECTRIC UNIONS ON ALL PIPING CONNECTIONS TO HOT WATER HEATERS AND EXPANSION TANKS.

8. FLEXIBLE DUCT:

B. FACTORY APPLIED INSULATION AND VAPOR BARRIER, 1-1/2" THICK.

C. MAXIMUM LENGTH OF 5'-0".

9. FLUES AND ACCESSORIES:

10. REMODELING WORK:

A. DEMOLITION: DISCONNECT, DEMOLISH, AND REMOVE ABANDONED MECHANICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED OR REMAIN.

B. EQUIPMENT TO BE SALVAGED:

1) DISCONNECT AND REMOVE, EXISTING MECHANICAL EQUIPMENT INDICATED TO BE REMOVED AND SALVAGED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE.

2) ALL MATERIALS AND EQUIPMENT DESIGNATED TO BE REUSED OR RELOCATED SHALL BE CAREFULLY REMOVED, AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUCHED UP OR REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, AND THOROUGHLY CLEANED AND INSPECTED. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY RESPECT.

C. DISPOSAL AND CLEANUP: REMOVE FROM THE SITE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS AND EQUIPMENT NOT INDICATED TO BE SALVAGED.

D. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE.

E. LOCATE, IDENTIFY, AND PROTECT MECHANICAL SERVICES PASSING THROUGH REMODELING AREA AND SERVING OTHER AREAS OUTSIDE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE REMODELING LIMITS. WHERE MECHANICAL SERVICES ARE LOCATED IN A WALL, ETC. TO BE DEMOLISHED, REROUTE PIPING TO NEW OR EXISTING CONSTRUCTION TO MAINTAIN CONTINUITY OF THE SYSTEM. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS.

F. REMOVE ALL PIPING TO BE DEMOLISHED BACK TO PIPE MAIN OR EDGE OF PROJECT AREA, AND CAP PIPE.

G. PIPING AND DUCTS EMBEDDED IN FLOORS, WALLS, AND CEILINGS MAY REMAIN IF SUCH MATERIALS DO NOT INTERFERE WITH NEW INSTALLATIONS. PIPING AND DUCTS TO REMAIN SHALL BE APPROVED BY THE ARCHITECT. REMOVE MATERIALS ABOVE ACCESSIBLE CEILINGS. DRAIN AND CAP PIPING AND DUCTS ALLOWED TO REMAIN ABOVE CEILING OR BELOW FLOOR, CONCEALED FROM VIEW, EXCEPT AS OTHERWISE NOTED. PATCH FLOOR TO MATCH EXISTING.

H. PIPE AND DUCT SHALL BE CONCEALED WITH NEW OR EXISTING CONSTRUCTION WHENEVER POSSIBLE, UNLESS INDICATED OTHERWISE.

B. PROVIDE MANUFACTURER'S STANDARD ACCESSORY ITEMS INCLUDING BIRD PROOF TOP, STORM COLLAR, ROOF THIMBLE, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ROOF THIMBLES THROUGH THE BUILDING ROOF SHALL BE SUITABLE FOR USE WITH THE ROOF PROVIDED.

GAS APPLIANCE MANUFACTURER. FLUES SHALL BE SCHEDULE 40, PVC OR CPVC PIPE PER THE A. FLUE FOR GAS FIRED WATER HEATER SHALL BE AS RECOMMENDED BY THE

REQUIRED BY FIXTURE MANUFACTURER.

1) THE PIPING INSULATION USED SHALL HAVE A THERMAL CONDUCTIVITY OF 0.27 Btu PER in/hr*sqft*F° OR LESS.

4) FOR NON CIRCULATING SYSTEMS, THE FIRST 8 FEET OF INLET AND OUTLET PIPING BETWEEN THE TANK AND THE HEAT TRAP (INCLUDING THE HEAT TRAP) MUST BE INSULATED.

TERMINATE A MINIMUM OF 12" ABOVE ROOF OR EQUAL TO HEIGHT OF PARAPET, WHICHEVER IS GREATER.

1) DUCT COVERING: 3/4 LB/CF, FIBERGLASS BLANKET WITH FACTORY APPLIED VAPOR BARRIER AND FACING, THICKNESS AS SCHEDULED, INSTALLATION IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

a) DUCT COVERING SCHEDULE: MINIMUM R-6

(1) ROUND SUPPLY DUCT 2"

(3) RETURN AIR DUCT 2"

C. DUCTWORK: THERMAL INSULATION.

MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS (CONTINUED)

(2) RECTANGULAR SUPPLY DUCT 2"

b) PIPE 2" AND SMALLER; VIEGA MEGAPRESS FOR WATER AND GAS. CSA LC4, TSSA/ASME B31 FOR USE WITH ASTM A53 SCHEDULE 40 BLACK IRON PIPE.

e) BALL VALVE: JOMAR T-100NE. APPROVALS- UL842, FM, CSA, NSF 61-8, MSS SP-110

A. ATCO #086 (R-6), OR EQUAL.

MANUFACTURERS INSTALLATION REQUIREMENTS.

(4) OUTDOOR AIR / MAKE-UP AIR DUCT 2"

C. CONDENSATE DRAINS & INDIRECT WASTE (ABOVEGROUND).

G. WATER HEATERS:

1) EVERY WATER HEATER SHALL HAVE AN APPROVED MEANS INSTALLED ON THE COLD WATERSUPPLY LINE ABOVE THE EQUIPMENT TO PREVENT SIPHONING OF AN STORAGE HEATER OR TANK.

2) BOTTOM FED WATER HEATERS AND TANKS CONNECT TO WATER HEATERS SHALL HAVE A VACCUMRELIEF VALVE INSTALLED. ANSI Z21.22.

3) STORAGE HEATERS OPERATING ABOVE ATMOSPHERIC PRESSURE SHALL HAVE AN APPROVEDPRESSURE RELIEF VALVE AND/OR TEMPERATURE RELIEF VALVE.

a) WROUGHT COPPER SOLDERED FITTINGS, ASTM B75 ALLOY C12200. ANSI B16.22. MSS SP-104.

a) GATE VALVE: JOMAR T/S-301 OR EQUAL. NSF 61-8, ANSI B16.20.1, ANSI B16.18 b) GLOBE VALVE: CRANE #7 OR EQUAL. c) BALL VALVE: JOMAR T/S-100C OR EQUAL COMPACT LEAD FREE FORGED BRASS BALL VALVE.

1) TYPE L HARD DRAWN COPPER TUBING, ASTM B-88.

A. DOMESTIC COLD, HOT, AND HOT WATER RECIRCULATING (ABOVEGROUND).

UL842, CSA 3371-12 & 3371-92, FM, NSF 61, CALIFORNIA CODE AB1953-NSF61 ANNEX G APPROVED. d) BALL VALVE: JOMAR T-100NE OR EQUAL. UL842, FM, CSA, NSF 61-8, MSS SP-110

B. LEAD CONTENT OF WATER SUPPLY PIPE AND FITTINGS:

2) PIPE, PIPE FITTINGS, JOINTS, VALVES, FAUCETS, AND FIXTURE FITINGS UTILIZED TO SUPPLY WATER FORDRINKING OR COOKING PURPOSES SHALL COMPLY WITH NSF 372 AND SHALL HAVE A WEIGHTEDAVERAGE LEAD CONTENT OF 0.25% OR LESS.

1) PIPE AND PIPE FITTINGS, INCLUDING VALVES AND FAUCETS, UTILIZED IN THE WATER SUPPLY SYSTEMSHALL NOT HAVE MORE THAN 8% LEAD CONTENT.

b) PEX MECHANICAL, CRIMP/INSERT OR EXPANSION FITTINGS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PIPE SIZES GIVEN ON THE DRAWINGS ARE NOMINAL COPPER PIPE SIZE,

2) PEX, HIGH-DENSITY CROSS-LINKED POLYETHYLENE TUBING SHALL BE MANUFACTURED TO THE REQUIREMENTS OF ASTM F876 AND MEET THE STANDARD GRADE HYDROSTATIC PRESSURE RATINGS FROM PLASTIC PIPE INSTITUTE IN ACCORDANCE WITH TR-4/03.

INCREASE PEX PIPING SIZE TO EQUAL OR EXCEED COPPER PIPE INSIDE DIAMETER FOR SUPPLY MAINS.

a) PEX-A AND PEX-B MEETING ANSI/NSF61 AND ANSI/NSF372 STANDARDS FOR POTABLE WATER SAFETY ANDLEAD-FREE STANDARDS AND MUST BE MARKED WITH “PW-G”, “NSF-61-G” OR OTHER NSF-APPROVEDMARKING. ASTM F2023 FOR USE WITH CHLORINATED WATER.

b) MECHANICAL PRESS COPPER FITTINGS FOR USE IN PLUMBING OR MECHANICAL APPLICATIONS. ASME B16.22,ASME B16.51, or ASME B16.18. MECHANICAL PRESS COPPER FITTINGS SHALL CONFORM TO IAPMO PS-117 ORASME B16.51.

3) VALVES

6. PIPING:

E. DUCTWORK AND PIPING SHALL BE BALANCED BY QUALIFIED INDEPENDENT BALANCING PERSONNEL WHO HAVE PREVIOUS EXPERIENCE WITH BALANCING PROCEDURES AND ARE CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB).

1) POLYVINYLCHLORIDE (PVC) DWV PIPE, SCHEDULE 40, SOLVENT JOINT (INDIRECT WASTE).

3) INSTALL ALL GREASE WASTE PIPING AT 1/4" PER FOOT FALL.

5) FOR CIRCULATING SYSTEMS, ALL HOT WATER PIPING IN THE CIRCULATION LOOP MUST BE INSULATEDAS SPECIFIED BELOW.

3) PROTECTION AGAINST CONTACT: METALLIC PIPING, EXCEPT FOR CAST IRON, DUCTILE IRON AND GALVANIZEDSTEEL SHALL NOT BE PLACED IN DIRECT CONTACT WITH STEEL FRAMING MEMBERS, CONCRETE, OR CINDER WALLSAND FLOORS OR OTHER MASONRY. METALLIC PIPING SHALL NOT BE PLACED IN DIRECT CONTACT WITH CORROSIVESOIL. SHEATHING USED TO PREVENT DIRECT CONTACT SHALL HAVE A THICKNESS OF GREATER THAN .008: AND THESHEATHING SHALL BE MADE OF PLASTIC. ANY PIPE THAT PASSES THROUGH A FOUNDATION WALL OR FOOTING SHALL BE PROVIDED WITH A RELIEVING ARCH, OR A PIPE SLEEVE SHALL BE BUILT INTO THE FOUNDATION WALL. THE SLEEVE SHALL BE TWO SIZES GREATER THAN THE PIPE PASSING THOUGH THE WALL OR FOOTING.

MP0.0

MECH/PLUMBSPECIFICATION

18071.19006

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

TACO BELL

2825 NE VIVION RDKANSAS CITY, MO

TL SUCCESSOR

05.01.2020

SUCCESSOR

ME - TL

35240

GLMV ARCHITECTUREMISSOURI STATE OF

AUTHORITY#F00364807

MARK D. McCLUGGAGEARCHITECT

LIC. NO. A-7139

1525

E. D

ougl

as, W

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ta, K

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(316

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-936

7w

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This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided asan instrument of service by the Designer/Engineer and is intended for use on this project only. Pursuantto the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas anddesigns, including the overall form, arrangement and composition of spaces and elements appearingherein, constitute the original, copyrighted work of the Designer/Engineer. Any reproduction, use, ordisclosure of information contained herein without prior written consent of the Engineer is strictlyprohibited. © 2019 BC Engineers, Inc.

PE COA #2009003629MISSOURI

5720 Reeder Shawnee, Ks. 66203 (913)262-1772

ENGINEERSINCORPORATED

19840BC PROJECT #:

5/1/2020

STAT

E OF MISSOURI

PE-2014000042

REGISTERED PROFESSION

AL

ENG

INEE

RSUNILKHADKANUMBER

MECHANICAL SYMBOLS

NEW SUPPLY DIFFUSER

NEW RETURN AIR GRILLE

THERMOSTAT, MOUNTED AT 48" AFF

EXHAUST GRILLE/FAN

T

EXH.

R.A.

S.A.

3

EXHAUST AIR

FLOOR PLAN NOTE DESIGNATION

RETURN AIR

SUPPLY AIR

SIZE OF EXISTING DUCT32"x14"E

REMOTE TEMPERATURE SENSORS

RTU-1 SCHEDULED MECHANICAL EQUIPMENT

SCALE: 1/4" = 1'-0"MECHANICAL FLOOR PLAN

MECHANICAL PLAN NOTES:

1

2

3

REPLACE EXISTING DIFFUSERS AND GRILLES IN BACK OF HOUSE AND RESTROOMS. TYPEAND QUANTITY TO MATCH EXISTING. PROVIDE ADDITIONAL FLEX DUCT AS REQUIRED.MEASURE AIR FLOWS PRIOR TO BEGINNING OF ANY WORK. THIS CONTRACTOR'SRESPONSIBILITY TO RE-BALANCE SYSTEM TO MATCH PREVIOUSLY MEASURED AIR FLOWS.

RELOCATE AND REINSTALL EXISTING DIFFUSERS AND GRILLES IN FRONT OF HOUSE ASSHOWN ON THE PLAN TO MATCH NEW CEILING LAYOUT. BALANCE CFM VALUES AS SHOWNON THE PLAN. PROVIDE ADDITIONAL FLEX DUCT AND MOUNTING HARDWARE AS REQUIRED.CLEAN EXISTING DIFFUSERS AND REPAIR AS REQUIRED TO RETURN TO LIKE NEWCONDITION. REPORT ANY DISCREPANCIES TO OWNER / ARCHITECT. ALL DIFFUSERS ANDGRILLES IN DINING AREA SHALL BE INSULATED.

PROVIDE DUCTED RETURN TO NEW CEILING MOUNTED RETURN GRILLES IN FRONT OFHOUSE. CEILING MOUNTED RETURN GRILL SHALL BE TITUS 50FF OR EQUAL WITH FULLYREMOVABLE FACE.

ALL EXISTING EXPOSED DUCTWORK (IN PREVIOUS OPEN CEILING AREA) SHALL BEWRAPPED WITH INSULATION. ALL DUCT CONNECTIONS AND DIFFUSERS ARE TO BEINSULATED.

REPLACE EXISTING EXHAUST GRILLES IN RESTROOMS. TYPE AND QUANTITY TO MATCHEXISTING. PROVIDE ADDITIONAL DUCT AS REQUIRED.

CLEAN ALL EXISTING SUPPLY AND RETURN DUCTWORK. VERIFY EXACT LOCATION ANDROUTING OF EXISTING DUCTWORK IN FIELD.

VERIFY THE EXISTING MAKE UP AIR IS OPERATING PROPERLY, AND BALANCE THEOUTDOOR AIR INTAKES OF THE EXISTING RTU'S TO ENSURE THE BUILDING IS UNDERPOSITIVE PRESSURE WHEN ALL RTU FANS, MAKE UP AIR FAN AND EXHAUST FANS AREOPERATING.

4

MECHANICAL GENERAL NOTES:

1. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS ASREQUIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THECONFINES OF THE SPACES AVAILABLE, AND WITHOUT INTERFERENCES.

2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONSOF DIFFUSERS.

3. INSTALL ALL DUCT, PIPE, ETC. AS HIGH AS POSSIBLE.

4. NO DUCT SHALL BE ROUTED OVER THE TOP OF ELECTRICAL PANELS.

5. ALL MECHANICAL SYSTEMS SHALL BE BALANCED BY A CERTIFIED BALANCINGCONTRACTOR. REFER TO SPECIFICATION FOR DETAILS.

1

1

1

1

1

1

1

11 1

1

1

1

1

1

1

1

2

2 2

2

2

2

2

2

2

2

2

2

2 2

2

2

2

5

5

5

6 (TYP.)6 (TYP.)

CEILING DIFFUSER CONNECTIONSN.T.S.

SUPPLY EXHAUSTRETURN

L

WNOTE:L = 4" MIN. OR 1/4 OF "W"

BRANCH DUCT - RECTANGULAR ORROUND

45°

SIDE CONNECTIONTOP CONNECTION

18" R. MIN.

NYLON STRAP FASTENER (TYP)

45° ENTRY CLINCHED COLLAR

STRAP HANGER

LOW VELOCITY DUCT

GASKET

TRANSITION TO ROUND SEE PLANSFOR SIZE (WHERE OCCURS)

BUTTERFLY DAMPER WITH ARM &LOCKING QUADRANT (TYPICAL)

INSULATED FLEX DUCT - PROVIDESHORT RADIUS RIGID METAL ELBOWWHERE 18" R. FLEX ELBOW CANNOTBE MAINTAINED

1 1/2" DUCT WRAP INSULATION

NOTE:MAXIMUM ALLOWABLE LENGTH OF FLEX DUCTRUNOUTS TO SUPPLY DIFFUSERS = 5'-0". FLEXDUCT IS NOT ALLOWED ON EXPOSEDDUCTWORK.

BALANCINGVOLUMEDAMPER

7 (TYP.)

5

2

3