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610 E. 6th Ave. Belton
E
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NEW PEAK AND
CANOPY
NEW DT
CANOPY
NEW MENU
BOARD CANOPY
BY SIGNAGE
COMPANY
E
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ARCHITECTURAL SITE PLAN - (reference only)
SCALE: NTS
1
A1.0
A1.0
AR
CH
IT
EC
TU
RA
L S
IT
E P
LA
N
LOCATION PLAN
SCALE: NTS
2
A1.0
SITE
CITY STAMP BLOCKS
DRAWING INDEX
A1.0 - Architectural Site & Location Plan
A2.0 - Exterior elevation amendments
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
GC
Rem
odel
- E
xter
ior
Ele
vatio
ns61
0 E
. 6th
Ave
. Bel
ton,
T
X 7
6513
11-16-20
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
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
G
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 AT 6' CC'S TO
REPLACE EXISTING LIGHT
FIXTURES UNDER
EX.SOFFIT
NEW VAN LED LIGHT
FIXTURES AT 6' CC'S TO
REPLACE EXISTING LIGHT
FIXTURES UNDER
EX.SOFFIT
NEW VAN LED LIGHT
FIXTURES AT 6' CC'S TO
REPLACE EXISTING LIGHT
FIXTURES UNDER
EX.SOFFIT
NEW VAN LED LIGHT
FIXTURES AT 6' CC'S TO
REPLACE EXISTING 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
LINE OF EXISTING 'Z' PURLINS
LINE OF EXISTING 'Z' PURLINS
LINE OF EXISTING 'Z' PURLINS
LINE OF EXISTING 'Z' PURLINS
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
concrete footings by
contractor designed
by Starlight Signs
concrete footings by
contractor designed
by Starlight Signs
EX
IS
TIN
G M
ET
AL
CO
LU
MN
&
B
EA
M
LINE OF EXISTING 'Z' PURLINS
LINE OF EXISTING 'Z' PURLINS
LINE OF EXISTING 'Z' PURLINS
1'-0
"
2 NEW 6"
METAL
STUDS
NEW
CANOPY
NEW GC
PEAK
EX
IS
TIN
G M
ET
AL
CO
LU
MN
&
B
EA
M
LINE OF EXISTING 'Z' PURLINS
LINE OF EXISTING 'Z' PURLINS
NE
W S
LO
PE
D V
ER
TIC
AL
S
UP
PO
RT
LINE OF EXISTING 'Z' PURLINS
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
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
GC
Rem
odel
- E
xter
ior
Ele
vatio
ns61
0 E
. 6th
Ave
. Bel
ton,
T
X 7
6513
11-16-20
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
MICHAEL LEGG ARCHITECTURE
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 TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDESCRIPTION
-
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:
PROJECT NO.
AS NOTED
SHEET NO.
GC
Rem
odel
- E
xter
ior
Ele
vatio
ns61
0 E
. 6th
Ave
. B
elto
n, T
X 7
6513
11-16-20
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
MICHAEL LEGG ARCHITECTURE
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 TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDESCRIPTION
-
EX
ISTI
NG
19'-0 1/2" F.V.
(6) EQUAL SPACES FOR PANEL POINTS
OU
TSID
E O
F O
UTR
IGG
ER
OU
TSID
E O
F O
UTR
IGG
ER
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.
AS NOTED
SHEET NO.
GC
Rem
odel
- E
xter
ior
Ele
vatio
ns61
0 E
. 6th
Ave
. B
elto
n, T
X 7
6513
11-16-20
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
MICHAEL LEGG ARCHITECTURE
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 TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDESCRIPTION
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