SCALE: NTS...3.weld minimum size and strength: a.provide minimum size of fillet welds as specified in table j2.4 of the aisc manual. b.provide minimum effective throat thickness of

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610 E. 6th Ave. Belton

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NEW PEAK AND

CANOPY

NEW DT

CANOPY

NEW MENU

BOARD CANOPY

BY SIGNAGE

COMPANY

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ARCHITECTURAL SITE PLAN - (reference only)

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DRAWING INDEX

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A2.0 - Exterior elevation amendments

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DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications

227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935 [email protected]

MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP

MICHAEL LEGG ARCHITECTURE


11.10.2020

AutoCAD SHX TextDATE

AutoCAD SHX TextBY

AutoCAD SHX TextDESCRIPTION

NEW METAL

CANOPY

BY OWNER

9'-0"

NOTE:

Secure cement board through

2x4 vertical spacers at each

metal stud with #10x2" self drillingmetal screws to each new metalstud frame at 12" cc's alongstud. Attach a metal lath, apply ascratch coat of a sand and

cement mix before applying the

masonry limestone veneer per

elevations as per manufacturers

specification.

1'-0"

EX

IS

TIN

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EXISTING

EXISTING

EXISTING

AWNING

BEYOND

EX

IS

TIN

G

EXISTING

EXISTING

EXISTING

EXISTING

11'-3

5

16

"

11'-2

1

4

"

3'-2

3

8

"

limestone

veneer to match

existing

2/A

2.0

11'-6

1

4

"

new black canopy

by owner

9'-0"

Benjamin Moore

- 'Spoon full of

Sugar' paint

Benjamin Moore

- 'Spoon full of

Sugar' paint

NEW WALL LIGHT

FIXTURE

EXISTING

LIGHTS

EXISTING

MANSARD

AWNING

EXISTING

LIGHTS

EXISTING

LIGHTS

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

WINDOWS

EXISTING

DOOR

EXISTING

DOOR

EXISTING

WINDOWS

EXISTING

WINDOWS

EXISTING

DOOR

EXISTING

WINDOWS

NEW

MASONRY

VENEER TO

MATCH

EXISTING

RMOVE EX.

PARAPET AND

PEAK

new black canopy

by owner

Benjamin Moore

- 'Sandy White'

EXISTING

WINDOWS

9'-0"

Benjamin Moore

- 'Spoon full of

Sugar' paint

Benjamin Moore

- 'Spoon full of

Sugar' paint

NEW VAN LED LIGHT

FIXTURES AT 6' CC'S

TO REPLACE EXISTING

LIGHT FIXTURES

NEW VAN LED LIGHT

FIXTURES AT 6' CC'S TO

REPLACE EXISTING LIGHT

FIXTURES UNDER

EX.SOFFIT

DERUST; REPLATE

&PAINT BASE OF

EXISTING METAL

COLUMNS X4

NEW FOOD ART

BY OWNER

Benjamin Moore

- 'Sandy White'

Benjamin Moore

- 'Sandy White'

Benjamin Moore

- 'Sandy White'

Benjamin Moore

- 'Sandy White'

Benjamin Moore

- 'Sandy White'

1"x4" painted black

4"

1"x4" painted black

1"x4" painted black

DERUST; REPLATE

&PAINT BASE OF

EXISTING METAL

COLUMNS X4

DERUST; REPLATE &

PAINT BASE OF

EXISTING METAL

COLUMNS X4

DERUST; REPLATE &

PAINT BASE OF

EXISTING METAL

COLUMNS X4

Black painted

metal frame

4"x4" for canopy

support by S/S

9'-0"

EXISTING

new black metal

closer by S/S

Black painted

metal frame 4"

tube for canopy

support by

Starlight Signs

new black metal

closer by S/S

9'-0"

new black metal

closer by S/S

EX METAL DECOR FRAMES

Benjamin Moore

- 'Sandy White'

NEW WALL LIGHT

FIXTURE

Benjamin Moore

- 'Sandy White'

Benjamin Moore

- 'Sandy White'

EXISTING

WINDOWS

FOOD ART

FOOD ART

NEW VAN LED LIGHT



FIXTURES UNDER

EX.SOFFIT

NEW VAN LED LIGHT



FIXTURES UNDER

EX.SOFFIT

NEW VAN LED LIGHT



FIXTURES UNDER

EX.SOFFIT

NEW VAN LED LIGHT



FIXTURES UNDER

EX.SOFFIT

New signage to

replace existing

Benjamin Moore

- 'Spoon full of

Sugar' paint

Black painted

metal frame for

canopy support

by S/S

Benjamin Moore

- 'Spoon full of

Sugar' paint

Benjamin Moore

- 'Spoon full of

Sugar' paint

Benjamin Moore

- 'Spoon full of

Sugar' paint

Benjamin Moore

- 'Spoon full of

Sugar' paint

Benjamin Moore

- 'Spoon full of

Sugar' paint

EXISTING

EXISTING

EXISTING EXISTING

RMOVE EX.

AWNING

RMOVE EX.

AWNING

1/A

2

.0

1/A

2

.0

EXISTING

MANSARD

AWNING

EXISTING

MANSARD

AWNING

EXISTING

MANSARD

AWNING

20'-9

3

4

"

20'-9"

19'-0

5

16

"

EXISTING COLUMN APPROX CENTERS - field verify

LINE OF EXISTING 'Z' PURLINS






EXISTING

METAL

COLUMN

EXISTING

METAL

COLUMN

EXISTING

METAL

COLUMN

EXISTING

METAL

COLUMN

EXISTING

METAL

COLUMN

secured to wall

by S/S

concrete footings by

contractor designed

by Starlight Signs


contractor designed

by Starlight Signs


contractor designed

by Starlight Signs

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1'-0

"

2 NEW 6"

METAL

STUDS

NEW

CANOPY

NEW GC

PEAK

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19'-0" FIELD VERIFY

approx 11'-11" field verify from door to door

A2.0

LEFT SIDE ELEVATION

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

4

RIGHT SIDE ELEVATION

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

6

A2.0

A2.0

FRONT ELEVATION

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

5

A2.0

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

1

A2.0

WALL SECTION

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

2

A2.0

WALL SECTION

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11.10.2020

LEFT SIDE ELEVATION

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

3

A2.0

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

7

A2.0

CANOPY PLAN at main entrance

Wall section am

endm

ents

Rev 01

12.30.2020

AutoCAD SHX TextMETAL TUBE FLASHED WITH DURO-LAST

AutoCAD SHX TextMETAL PEAK BY STARLITE SIGNS

AutoCAD SHX TextMETAL TUBE FIXED TO METAL PLATE BY STARLITE SIGNS

AutoCAD SHX TextDURO-LAST OEA PARAPET SYSTEM by GC. INSTALLED UP AND OVER METAL PLATE & DRESS INTO EX GUTTER AT BASE. LAP OVER EXISTING METAL SHEETS AT SIDE

AutoCAD SHX Textnew structural truss per PE

AutoCAD SHX Textexisting metal structural beam

AutoCAD SHX Textnew double metal studs secured to new beam spanning from existing cantilevered beams

AutoCAD SHX Textexisting metal structural beam beyond

AutoCAD SHX Textnew vertical return metal sheet closer beyond painted yellow to match ex. awning

AutoCAD SHX Textnew vertical return metal sheet closer beyond painted yellow to match ex. awning. Silicone at vertical & horizontal junctions

AutoCAD SHX Textexisting metal gutter system

AutoCAD SHX TextCEMENT BOARD BACKER

AutoCAD SHX TextMETAL COUNTER FLASHING

AutoCAD SHX TextEXISTING CEILING

AutoCAD SHX Textexisting 'Z' purlin

AutoCAD SHX Textexisting 'Z' purlin

AutoCAD SHX Textnew structural truss per PE

AutoCAD SHX Textnew vertical return metal sheet closer painted yellow to match ex. awning. Silicone at vertical & horizontal junctions

AutoCAD SHX Textnew vertical return metal sheet closer painted yellow to match ex. awning. Silicone at vertical & horizontal junctions

AutoCAD SHX Textexisting metal gutter system

AutoCAD SHX Textnew horizontal structural beam per PE

AutoCAD SHX Textnew vertical structural supports per PE

AutoCAD SHX Textcut away existing steel structure

AutoCAD SHX Textnew horizontal structural beam per PE

AutoCAD SHX TextEXISTING COLUMN

AutoCAD SHX TextEXISTING COLUMN


AutoCAD SHX TextBY


GENERAL CONDITIONS

1. BUILDING AND DESIGN CODES:

A. INTERNATIONAL BUILDING CODE 2015B. AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, CODE OF

STANDARD PRACTICEC. AISI LATEST EDITION OF THE COLD-FORMED STEEL DESIGN MANUALD. AWS D1.1-2010 - STRUCTURAL WELDING CODE - STEELE. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEF. STRUCTURAL WELDED WIRE REINFORCEMENT MANUAL OF STANDARD

PRACTICE, WIRE REINFORCEMENT INSTITUTE

2. DESIGN LOADS:

A. LIVE LOADS: UNIFORMROOF 20ROOF LIVE LOADS ARE PERMITTED TO BE REDUCED PER SECTION 1607.10

B. DEAD LOADS:ROOF DEAD LOAD 20

C. WIND LOADS:ULTIMATE WIND SPEED: 115 MPHEXPOSURE: CINTERNAL PRESSURE COEFFICIENT: Gcp=+/- 0.18

COMPONENTS AND CLADDING

ROOFZONE 1 10 SF = +7.4/-18.3

100 SF = +5.9/-16.8

ZONE 2 10 SF = +7.4/-30.7100 SF = +5.9/-19.9

ZONE 3 10 SF = +7.4/-46.2100 SF = +5.9/-19.9

WALL ZONE 4 10 SF = +18.3/-19.9

100 SF = +15.2/-16.8

ZONE 5 10 SF = +18.3/-24.5100 SF = +15.2/-19.9

RISK CATEGORY II

D. SNOW LOADSPg= 5 PSF

E. SEISMIC LOADS:SEISMIC RISK CATEGORY IISITE COEFFICIENTFa = 1.6Fv = 2.4Ss= 0.066S1=0.038Sds: 5% DAMPED DESIGN SPECTRAL RESPONSE ACC.

FOR SHORT PERIODS =0.07SD1: 5% DAMPED DESIGN SPECTRAL RESPONSE ACC.

FOR 1-SECOND PERIOD = 0.061SEISMIC DESIGN CATEGORY = ASITE CLASS D

3. GENERAL REQUIREMENTS:

A. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNINGWORK OR FABRICATING MATERIALS. NOTIFY A/E OF DISCREPANCIESBEFORE PROCEEDING WITH ANY PHASE WORK.

B. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHINGDIMENSIONS.

C. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHEDSTRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS ANDMETHODS OF CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TOPROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURINGCONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTIONEQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING,SHORING OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS ASREQUIRED. COMPLY WITH APPLICABLE REQUIREMENTS OF OSHA ANDOTHER GOVERNING BODIES HAVING JURISDICTION AT THE SITE.

STRUCTURAL STEEL

1. DESIGN, DETAIL AND ERECT STRUCTURAL STEEL ELEMENTS IN ACCORDANCEWITH THE FOLLOWING:

A. AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OFSTRUCTURAL STEEL FOR BUILDINGS.

B. AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN.C. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.D. AWS STRUCTURAL WELDING CODE, D1.1.

2. PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONSUNLESS NOTED OTHERWISE:

A. EDGE ANGLES, BENT PLATES, HANGERS AND BRACES: ASTM A 36B. HOLLOW STRUCTURAL SHAPES: ASTM A 500, GRADE B

3. WELD MINIMUM SIZE AND STRENGTH:

A. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OFTHE AISC MANUAL.

B. PROVIDE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIALPENETRATION GROOVE WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISCMANUAL.

C. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENTJOINED, ON ALL SHOP AND FIELD WELDS, UNLESS NOTED OTHERWISE ONTHE DRAWINGS.

D. WHERE CONNECTIONS ARE NOTED ON DRAWINGS AS MOMENTCONNECTIONS, PROVIDE WELDS TO DEVELOP FULL FLEXURAL CAPACITYOF THE LESSER MEMBER.

E. PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING

4. STEEL FABRICATION:

A. FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS/ASSEMBLIES IN SHOPTO GREATEST EXTENT POSSIBLE.

B. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUTPRIOR APPROVAL BY THE ENGINEER.

C. FABRICATOR SHALL BE RESPONSIBLE FOR ALL ERRORS OF DETAILING ONTHE SHOP DRAWINGS, ERRORS IN FABRICATION, AND THE CORRECTFITTING OF STRUCTURAL STEEL MEMBERS.

D. CONFORM TO THE AISC CODE OF STANDARD PRACTICE, FOR ERECTIONTOLERANCES. FIELD MODIFICATION TO STRUCTURAL STEEL ISPROHIBITED WITHOUT PRIOR APPROVAL BY THE ENGINEER.

E. CLEAN STEEL OF RUST, LOOSE MILL SCALE AND OTHER FOREIGNMATERIALS WHERE REQUIRED FOR FABRICATION, FITTING UP, ORWELDING.

F. DO NOT CUT STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHERTRADESWITHOUT PRIOR REVIEW AND APPROVAL OF THE ENGINEER.

5. FURNISH STEEL SHOP DRAWINGS FOR ARCHITECT'S AND STRUCTURALENGINEERS REVIEW PRIOR TO FABRICATION. INCLUDE WELDING PROCEDURES,TESTING PROGRAMS FOR WELDING AND HIGH STRENGTH BOLTING, COATINGMATERIAL AND ERECTION SEQUENCE ON SHOP DRAWINGS.

6. PROVIDE TEMPORARY SHORING OR BRACING DURING CONSTRUCTION PHASE,PRIOR TO COMPLETING CONNECTIONS AND POURING OF FLOOR SLAB.TEMPORARY CONSTRUCTION BRACING OF THE STRUCTURAL STEEL FRAME ISTHE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTILAFTER THE PERMANENT BRACING SYSTEM HAS BEEN COMPLETED.

7. WELDS SHALL BE CONSIDERED TO BE CONTINUOUS UNLESS NOTEDOTHERWISE.

8. ALL WELDING SHALL BE PERFORMED BY AN AWS CERTIFIED WELDER. SUBMITWELDING CERTIFICATE TO THE BUILDING INSPECTOR.

LIGHT GAUGE STEEL

1. PROVIDE ALL STUDS AND ACCESSORIES OF THE TYPE, SIZE, GAGE ANDSPACING SHOWN ON THE DRAWINGS.

2. DESIGN ALL STRUCTURAL MEMBERS IN ACCORDANCE WITH AMERICAN IRONAND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OFCOLD-FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION.

3. FORM ALL FRAMING MEMBERS FROM CORROSION RESISTANT STEEL,CORRESPONDING TO THE REQUIREMENTS OF ASTM A653 AND THE FOLLOWINGSTRENGTH REQUIREMENTS:

FRAMING MEMBER GAGE MINIMUM YIELD STUDS, JOISTS 18,20 33KSI STUDS, JOISTS 10,12,14,16 50KSI RUNNERS, SOLID BLOCKING 33KSI

4. PLACE ALL COLD-FORMED STEEL STUD WALL BRIDGING EVEN HORIZONTALLYWITH A MAXIMUM VERTICAL SPACING OF FOUR FEET UNLESS NOTEDOTHERWISE. AS AN OPTION, CONTINUOUS COLD-FORMED CHANNELS MAY BEPOSITIONED THROUGH THE STUD PUNCH OUTS AS BRIDGING PROVIDED THECHANNEL IS PROPERLY FASTENED TO EACH STUD.

5. INSTALL AXIALLY LOADED STUDS IN A MANNER WHICH WILL ASSURE THAT THEIRENDS ARE POSITIONED AGAINST THE INSIDE OF RUNNER WEB PRIOR TOFASTENING.

6. FASTEN COMPONENTS WITH SELF-DRILLING SCREWS OR WELDING. PROVIDESCREWS OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION.WIRE TYING OF COMPONENTS IS NOT PERMITTED. TOUCH UP ALL WELDS WITHA ZINC-RICH PAINT.

7. WELDING OF COLD-FORMED STUDS MAY BE PERFORMED USING A MINIMUMONE-EIGHTH INCH AWS TYPE 6013 WELDING ROD. STUDS MUST HAVE 16 GATHICKNESS OR GREATER.

8. SECURELY ANCHOR RUNNERS TO THE SUPPORTING STRUCTURE. PROVIDECOMPLETE, UNIFORM, AND LEVEL BEARING SUPPORT FOR THE BOTTOMRUNNER.

9. SECURELY ANCHOR ABUTTING LENGTHS OF RUNNER TO A COMMONSTRUCTURAL ELEMENT, BUTT-WELDED OR SPLICED.

10. PLUMB, ALIGN, AND SECURELY ATTACH STUDS TO THE FLANGES OF BOTHUPPER AND LOWER RUNNERS. SPLICES IN STUDS ARE NOT PERMITTED.

11. PROVIDE HEADERS AND SUPPORTING STUDS FOR FRAMING OF WALLOPENINGS.

12. STABILITY BRIDGING SHALL BE INSTALLED AT A MAXIMUM 4'-0" O.C. FORSUSPENDED SOFFITS UNLESS NOTED OTHERWISE.

SPECIAL INSPECTION

SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF IBC SECTION 1704.SPECIAL INSPECTOR(S) SHALL BE HIRED BY THE OWNER TO PERFORM THE REQUIREDSPECIAL INSPECTIONS. THE NAMES OF PERSONS OR FIRMS WHO ARE TO PERFORMTHE SPECIAL INSPECTIONS SHALL BE FORWARDED TO THE BUILDING OFFICIAL FORAPPROVAL. THE SPECIAL INSPECTOR(S) SHALL COMPLETE AND SUBMIT ALL FORMSREQUIRED BY BELTON, TEXAS.

1. THE SPECIAL INSPECTOR(S) SHALL:

A. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVEDDRAWING AND SPECIFICATIONS.

B. FURNISH INSPECTION REPORTS TO THE ENGINEER OF RECORD ANDBUILDING DEPARTMENT. DISCREPANCIES SHALL BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IFNOT CORRECTED TO THE ENGINEER AND THE BUILDING DEPARTMENT.

C. SUBMIT TO THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENTA SIGNED FINAL REPORT STATING THAT THE WORK WAS INCONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONSAND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC.

2. SPECIAL INSPECTION NOTES:

A. CONTINUOUS SPECIAL INSPECTION IS ALWAYS REQUIRED DURING THEPERFORMANCE OF THE WORK UNLESS SPECIFICALLY NOTED BELOW.

B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THESPECIAL INSPECTOR(S) WITH ADVANCE NOTICE, NO LESS THAN ONEWORKING DAY, OF THE INITIATION OF ANY WORK REQUIRED TO HAVESPECIAL INSPECTIONS. ALL WORK PERFORMED WITHOUT REQUIREDSPECIAL INSPECTION WILL BE SUBJECT TO REMOVAL.

3. TYPES OF WORK REQUIRING SPECIAL INSPECTION ARE:

A. STRUCTURAL WELDING: DURING FIELD WELDING AT ANY MEMBER ORCONNECTION EXCEPT AS ALLOWED BY AISC 360,OR IN IBC SECTION1705.2.2.1 AND DURING FIELD WELDING OF REINFORCING STEEL EXCEPTAS ALLOWED IN IBC SECTION 1702.2.1.2.

SCALE:

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LalondeEngineering, Inc.

CONSULTING STRUCTURALENGINEERS

6617 RED BUD ROADFORT WORTH, TX 76135

PHONE: 817-307-8266FAX: 817-238-1520

CO# F-7978

PHILIPPE J. LALONDE

L I C E N S E D

89364

STATE OF TEXAS

PROFESS I ONA L ENG I

NEER

THE SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY PHILIPPE J. LALONDE,

P.E. 89364 (CO# F-7978) ON JAN. 18, 2021.

S1.0


AutoCAD SHX TextBY


EX

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19'-0 1/2" F.V.

(6) EQUAL SPACES FOR PANEL POINTS

OU

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2/S

1.0

HSS6x2x1/4

HSS6x2x1/4SET FLAT

EXISTING GIRTSUPPORT BEAM

3/16

HSS3x2x3/16 BRACE ATGIRT SUPPORT BEAM

600T125-43CONT. TRACK

3/163/16 EXISTING

OUTRIGGER BEAM

STIFFCLIP CONNECTOR CLIPW/ (3) #12 TO STUD &(2) HILTI XU TO STEELAT EACH STUD

STIFFCLIP CONNECTOR CLIPW/ (3) #12 TO STUD &(2) HILTI XU TO STEELAT EACH STUD

3/163/16

600S162-43 AT 16" O.C.W/ #12 SCREW AT 12" O.C.LEG TO LEG

SCALE:

FRAMING SECTION1/2" = 1'-0"2SCALE:FRAMING ELEVATION1/2" = 1'-0"1

HSS2x2x3/16 WEB TYP.

HSS6x2x1/4TOP CHORD

HSS6x2x1/4BOTTOM CHORD

SET FLAT4'

-0"

HSS3x2x3/16BRACE FROMBOTTOM CHORDTO EXISTINGGIRT SUPPORT

HSS3x2x3/16BRACE FROM

BOTTOM CHORDTO EXISTING

GIRT SUPPORT

HSS2x2x3/16 FROMOUTRIGGER TOBOTTOM CHORD

HSS2x2x3/16 FROMOUTRIGGER TO

BOTTOM CHORD

SEAT HSS6x2ON BEAM

EXISTINGOUTRIGGER BEAM

EXISTINGOUTRIGGER BEAM

T.O. STEELOF EXISTINGOUTRIGGER

FIELD VERIFY

3/163/16

3/16 TYP.

600T125-43 CONT.

SCALE:

PROJECT NO.

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LalondeEngineering, Inc.

CONSULTING STRUCTURALENGINEERS

6617 RED BUD ROADFORT WORTH, TX 76135

PHONE: 817-307-8266FAX: 817-238-1520

CO# F-7978

PHILIPPE J. LALONDE

L I C E N S E D

89364

STATE OF TEXAS

PROFESS I ONA L ENG I

NEER

THE SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY PHILIPPE J. LALONDE,

P.E. 89364 (CO# F-7978) ON JAN. 18, 2021.

S2.0


AutoCAD SHX TextBY


01-11-20-A1.0-Architectural Site PlanSheets and ViewsArchitectural Site Plan

02-11-20 -A2.0 Rev 01- GC Exterior Elevations RemodelSheets and ViewsDESIGN 2155 EXT. ELEVATIONS

LEI_GC_Facade_Belton_TX_Permit

Documents

SCALE: NTS...3.weld minimum size and strength: a.provide minimum size of fillet welds as specified in table j2.4 of the aisc manual. b.provide minimum effective throat thickness of