HomeMy WebLinkAboutSFADD2025-0042864/21/26, 1:56 PM
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ALL CHANGES REQUIRE
APPROVAL OF REVISED APPROVED PLANS SHALLBE
KEPT ON JOBSITE AT ALL TIMES
PLANS
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CONSTRUCTION HOURS
7:00 A.M. - 7:00 P.M.
MONDAY - SATURDAY ONLY
NO WORK PERMITTED ON SUNDAY
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SITE PLAN
CONTRACTOR SHALL CALL FOR INSPECTIONS:I
(817) 410-3010
CONTRACTOR REGISTRATION WILL BE
REVOKED UPON PERMIT EXPIRATION.
SEPERATE PLUMBING,
MECHANICAL, ELECTRICAL AND
SIGN PERMITS SHALL BE REQUIRED.
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CONFLICT
THE BUILDING CEANVR ZONING
CONFLICT WITH THE BUILDING CODE OR ZONING
ORDINANCE
LOT 10 CITY APPROVED PLA]j5It QJPT ON THE JOB
BLOCK 9 SITE AT ALL TIME
03/09/2026 12:45:57 PM
BY: KELLY TAFT TSBPE: 1-3971
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF-WAY
ALL CHANGES MUST BE APPROVED,
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4/21/26, 1:56 PM
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2606 Evinrude Dr, Grapevine, Patio
2606 Evinrude Dr, Grapevine, TX 76051
PROJECT AREAS PROJECT DATA SITE VICINITY MAP
OVERALL DATA:
SITE GROSS AREA: X SQ H
SITE PERIMETER: XFr
ALLOWABLE AREAS:
MAX ALLOW LOT COVERAGE: 100 %
MAX ALLOW LOT GOV. SQ FT: X SQ Fr
MAX HEIGHT: X ET
STORIES: X
ABOVEGR: X
$COP OF WORK:
CONSTRUCTION OF A STEEL -FRAMED COVERED PATIO
AND FOUNDATION.
PROJECT DESCRIPTION:
RESIDENTIALBUILDING
JURISDICTION INFORMATION:
PROJECT AHJ: CRY OF GRAPEVINE -BUILDING INSPECTIONS /
COMMUNITY DEVELOPMENT
FIRE DISTRICT. GRAPEVINE FIRE DEPARTMENT.
ELECTRICITY PROVIDER: X
GAS UTILITY PROVIDER: X
WATER JURISDICTION: CITY OF GRAPEVINE - PUBLIC UBLTIY
DEPARTMENT.
TRASH SERVICE CITY OF GRAPEVINE- MUNICIPAL SOLID WASTE
SERVICES.
CODES AND DESIGN SPECIFICATIONS:
BUIL�ING CODE INTERNATIONAL RESIDENTIAL CODE I IRCI 2U21.
BUILDING CODE: INTERNATIONAL BUILDING CODE (IFC) 2LJ21.
BUILDING CODE ASCE 7-22 MINIMUM DESIGN LOADS AND
ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES.
BUILDING CODE:SPECIHOATION FOR STRUCTURAL STEEL
BUILDINGS (ANSI/AISC 36D) 2D22.
AWS DI.1 / D1.1 M: STRUCTURAL WELDING CODE, 2020.
BUILDING CODE: REQUIREMENTS FOR REINFORCED CONCRETE
)ACI 318-19(22f).
SITE DATA:
ZONE: SINGLE-FAMILY RESIDENTIAL DISTRI
PARCEL AREA. X SQ PT
SETBACKS:
W. 25 FT
REAR: X
SIDES: X
R.O.W.: x
LEGAL DESCRIPTION:
APPRAISAL DISTRICT: TARRANT APPRAISAL DISTRICT
PARCEL NO: X
BLOCK: Q
LOT16
MAP REFERENCE PLAT RECORDED IN VOLUME 338-18, PAGE 54,
TARRANT COUNTY PLAT RECORDS
GENERAL IN OFFS
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF APPLICABLE NATIONAL, STATE, AND LOCAL
BUILDING CODES, INCLUDING THE INTERNATIONAL BUILDING CODE TIC), AND ALL REFERENCED STANDARDS
M-G., ACI 318, ALSO, NDS. AWS, ETC.). WHERE NO SPECIFIC CODE APPLIES, THE MOST CURRENT IBC PROVISIONS
SHALL GOVERN.
2. ONLY APPROVED, NEW MATERIALS AND RECOGNIZED METHODS OF CONSTRUCTION SHALL BE USED
THROUGHOUT THE PROJECT. ALL MATERIALS SHALL COMPLY WITH THE SPECIFIED ASTM, AISC, AND ACI
STANDARDS.
3. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS SHALL BE REPORTED
IN WRITING TO. THE ENGINEER OF RECORD MOR) BEFORE PROCEEDING.
4. UNLESS NOTED OTHERWISE. DIMENSIONS ARE TO THE FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF
COLUMNS, OR CENTERLINE OF OPENINGS. SPECIFIC DETAILS AND NOTES SHALL TAKE PRECEDENCE OVER
STANDARD OR TYPICAL DETAILS.
5. IN CASE OF CONFLICT BETWEEN STRUCTURAL, ARCHITECTURAL, MECHANICAL OR OTHER DISCIPLINES'
DRAWINGS, NOTIFY THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING. DO NOTSCALE DRAWINGS.
6. COORDINATE ALL WORK WITH OTHER TRADES (MECHANICAL ELECTRICAL, PLUMBING, FIRE PROTECTION, ELCJ
TO AVOID CONFLICTS. NO OPENINGS OR PENETRATIONS SHALL BE MADE IN STRUCTURAL MEMBERS WITHOUT
WRITTEN APPROVAL FROM THE ENGINEER.
7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SCHEDULE NECESSARY INSPECTIONS WITH THE
GOVERNING AUTHORITY. APPROVAL OF ALL WORK SHALL BE OBTAINED BEFORE CONCEALMENT.
8. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES.
AND SAFETY DURING CONSTRUCTION, INCLUDING PROTECTION OF WORKERS AND PROPERTY.
10. MATERIAL CERTIFICATION B TESTING:
10.1. ALL STRUCTURAL MATERIALS SHALL BE ACCOMPANIED BY MILL TEST CERTIFICATES )MTC)VERIFYING
COMPLIANCE WITH APPLICABLE STANDARDS.
102. PROVIDE MATERIAL TEST REPORTS (MTR) FOR ALL CRITICAL MATERIALS.
10.3. RETAIN ALL MTC AND MTR DOCUMENTATION FOR QUALITY ASSURANCE AND AUDIT PURPOSES.
10.4. SUBMIT CERTIFICATES FOR VERIFICATION PRIOR TO FABRICATION OR INSTALLATION.
11. ALL EGRESS, FIRE -RESISTANCE, AND FIREPROTECTIONSYSTEMS SHALL COMPLY WITH THE ADOPTED LOCAL
CODES AND NFPA STANDARDS. WHERE CONFLICTS ARISE. THE GOVERNING CODE SHALL TAKE PRECEDENCE
I2. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE -TREATED OR OTHERWISE
PROTECTED. PROVIDE CORROSION -RESISTANT FASTENERS WHERE DISSIMILAR METALS OR TREATED MATERIALS ARE
USED,
13. ROOF PENETRATIONS ARE PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. ALL PENETRATIONS
THROUGH STRUCTURAL ELEMENTS SHALL BE SLEEVED AND SEALED. SEAL ALL CRACKS AND OPENINGS BETWEEN
CONDITIONED AND UNCONDITIONED SPACES WITH APPROVED MATERIALS.
14. REPORT ANY DEVIATION FROM THESE DRAWINGS OR SPECIFICATIONS TO THE ENGINEER OF RECORD
IMMEDIATELY. DO NOT PROCEED WITH CHANGES WITHOUT WRITTEN APPROVAL.
15. SUBMIT FABRICATION DRAWINGS AND PRODUCT DATA FOR STRUCTURAL ELEMENTS )STEEL, PRECAST. ANCHORS,
EMBEDS, ETC.) FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL REFLECT VERIFIED
HELD DIMENSIONS.
16. PROTECT MATERIALS FROM DAMAGE, DEFORMATION, OR CORROSION. STORE REINFORCING STEEL AND
STRUCTURAL MEMBERS ON SUPPORTS ABOVE GROUND AND UNDERCOVER AS REQUIRED.
17. MAINTAIN COMPLETE GA/QC DOCUMENTATION, INCLUDING TEST REPORTS, WELD CERTIFICATIONS. AND
INSPECTION RECORDS, FOR REVIEW BY THE ENGINEER OR AUTHORITY HAVING JURISDICTION )AHJ).
ABBREVIATIONS
A.F.F.- ABOVE FINISHED FLOOR
F.F. HNISHED FLOOR
AD -ADJUSTABLE
F.O.,-FACE OF CONCRETE
BM - BEAM
EON - FOUNDATION
BRKT-BRACKET
JST - JOIST
COL -COLUMN
N.T.S.-NOTTOSCALE
CONC-CONCRETE
O.C. -ONCENTER
DET-DETAIL
RUNE- REINFORCED
DI-DIAMETERSTL-STEEL
ELEV-ELEVATION
T.O. -TOP OF
EQ-EQUAL
EXT- EXTERIOR
TYP-TYPICAL
JA,A-UNLESS NOTED OTHERWISE
CONSTRUCTION NOTES:
LIMITATION
• MY OPINION IS BASED ON BEST PRACTICES; HOWEVER, I CANNOT
ASSUME ANY LIABILITY OR RESPONSIBIUrY FOR STRUCTURAL DEFECTS.
• NO GEOTECHNICAL REPORT WAS PROVIDED. THE FOUNDATION DESIGN
IS BASED ON ASSUMED SOIL CONDITIONS. SOIL PREPARATION,
VERIFICATION OF SOIL CONDfIIONS, AND FOUNDATION PERFORMANCE
ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER ASSUMES
NO LIABILITY FOR SOIL CONDITIONS OR FOUNDATION PERFORMANCE,
THE ENGINEER'S SCOPE OF WORK IS UMITED SOLELY TO THE DESIGN OF
THE PATIO ADDITION METAL FRAMING AND SUPPORTING FOOTINGS, THE
SLAB IS SPECIFICALLY EXCLUDED FROM THE SCOPE OF WORK. ME
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE EXISTING SLAB OR ANY
OTHER EXISTING CONDITIONS, NOR FOR ANY EXISTING OR FUTURE
STRUCTURAL DEFICIENCIES, MOVEMENT, OR DISTRESS.
• THE EXISTING 2X4 STUD WALL 4 16L O.C. AT THE PATIO TERMINATION IS
REPORTED TO SUPPORT PATIO AND ROOF LOADS ONLY, WITH NO FLOOR
JOISTS BEARING ON IT. DESIGN 15 BASED ON THIS REPRESENTATION.
1. THE CONCRETE PIER SHALL EXTEND A MINIMUM OF 31NCHES INTO THE FOOTING, SET CONCENTRICALLY. PROVIDE A POCKET
DIAMETER I INCH LARGER THAN THE PIER ('h-INCH ANNULAR CLEARANCE ALL AROUND) TO PERMIT PLACEMENT AND
INSPECTION WHILE MAINTAINING REQUIRED COVER.
2. THE PIER -FOOTING INTERFACE SHALL TRANSFER COMPRESSION AND IN -PLANE SHEAR ONLY; NO TENSION OR BENDING
MOMENT SHALL BE RELIED UPON ACROSS THE JOINT. NO REINFORCEMENT SHALL CROSS THE INTERFACE.
3. PROVIDE A CONCRETE SHEAR KEY IOR BEARING STEP) AT THE HORIZONTAL JOINT SIZED SO THAT FACTORED BEARING STRESS
ON KEY FACES DOES NOT EXCEED ACI 318 CONCRETE BEARING STRENGTH USING THE Al/A2 ENLARGEMENT LIMIT ]52.0
INCREASE): DESIGN WITH STRENGTH REDUCTION FACTOR OF R BEARING. SURFACES OF THE KEY SHALL BESMOOTH-FORMEO
BEARING FACES: OTHER JOINT AREAS REMAIN UNKEYED AND FREE OF BOND BREAKERS.
4. OUTSIDE THE KEY. MAINTAIN A CONTINUOUS %-INCH MINIMUM ANNULAR ISOLATION GAP BETWEEN PIER AND POCKET TO
AVOID UNINTENDED SIDE BEARING; AFTER INSPECTION, SEAL ONLY THE TOP A INCH WIFE BACKER ROD AND ELASTOMERIC
SEALANT FOR DEBRIS/WATER PROTECTION -DO NOT FILL BELOW THE SEAL.
5. DETAIL FOOTING REINFORCEMENT TO BYPASS THE POCKET AND PROVIDE HAIRPINS OR TRIM BARS TO SATISFY LOCAL BEARING
SPREAD AND TWO-WAY [PUNCHING] SHEAR AROUND THE POCKET PER ACI 318 CHAPTER 22; MAINTAIN ACI 117 PLACEMENT
TOLERANCES.
6. BEBASEPLATE LEVELNESS WITHIN Tie INCH PER 12 INCHES AND BASEPIATE ELEVATION WITHIN ±1 /8 INCH.
7. USE NON-METALLIC. NON -SHRINK GROUT CONFORMING TO ASTM C1107 ON A CLEAN SSD SURFACE: PLACE CONTINUOUSLY.
EXTEND GROUT I INCH BEYOND PLATE EDGES, BEVEL EXPOSED EDGES, AND CURE PER MANUFACTURER'S INSTRUCTIONS. FOR
CONSTRUCTAEUTY AND INSPECTION, USE 1 , INCH MINIMUM GROUT THICKNESS UNLESS OTHERWISE APPROVED BY THE
ENGINEER OF RECORD (EOR).
B. FOR LARGE BASE PLATES [APPROXIMATELY 24 INCHES OR GREATER ON THE SMALLER SIDE), CONSIDER GROUT HOLES TO
FACILITATE COMPLETE GROUT PLACEMENT PER AISC GUIDANCE,
9. NO DOWELS. ANCHORS, WELDED OR ADHESIVE BARS, OR OTHER STEEL SHALL CROSS THE PIER�OOTING INTERFACE. NO
GROUT OR MORTAR SHALL BE PLACED IN THE SIDE ANNULUS BELOW THE TOP SEAL. ANY DEVIATION REQUIRES FOR APPROVAL.
JUL PROVIDE SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY IBC CHAPTER 17 FOR CONCRETE, REINFORCEMENT, AND
GROUTING OPERATIONS. SUBMIT PRODUCT DATA FOR GROUT AND SEALANT PRIOR TO USE.
11. MAINTAIN POSITIVE DRAINAGE AROUND THE FOUNDATION AT ALL TIMES TO PREVENT SURFACE OR GROUNDWATER
COLLECTION. PROVIDE AND MAINTAIN SLOPES AWAY FROM THE FOUNDATION OF 2,5% I'/fA INCH PER FOOT) FOR A
MINIMUM DISTANCE OF D' FROM THE FINISHED FOUNDATION EDGE.
12. MAINTAIN POSITIVE SURFACE DRAINAGE THROUGHOU ILE LIFE OF THE STRUCTURE.
13, FINAL GRADES SHALL HAVE POSITIVE DRAINAGE SLOPING AWAY FROM THE FOUNDATION, MAINTAIN A MINIMUM MNCH
CLEARANCE BETWEEN TOP OF SLAB OR BRICK LEDGE AND THE SOIL SURFACE.
14. BEAM TRENCHES SHALL BE CLEAN AND FREE OF LOOSE SOIL AND DEBRIS. BEAM BOTTOMS MUST BE FOUNDED IN A MINIMUM
OF 12 INCHES OF UNDISTURBED SOIL OR PROPERLY COMPACTED FILL, UNLESS PIERS ARE SPECIFIED. BEAM TRENCH
BOTTOMS MAY BE ROUNDEDBY THE TRENCHING DEVICE. THE AVERAGE BEAM WIDTH BELOW THE SLAB MUST BE EQUAL TO
OR GREATER MAN THE DESIGN WIDTH "W.' AND ME MINIMUM WIDTH SHALL NOT BE LESS THAN 95%OF"W"(TOLERANCE
±5%).
15. AT THE CONTRACTOR'S OPTION. A SAND CUSHION OR THIN LAYER OF SELECT FILL MAY BE USED AS THE TOP LAYER FOR THE
PAD. EXISTING SOILS MAY BE USED AS LONG AS THEY PRESENT NO HAZARD TO THE POLYETHYLENE VAPOR BARRIER,
M PROVIDE A LAYER OF IO-MIL POLYETHYLENE WITH LAPPED JOINTS BETWEEN SAND/EXISTING MATERIAL AND THE SLAB
UNLESS OTHERWISE INDICATED.
17. REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT A MAXIMUM OF 4 FEET AND TIED AT ALL INTERSECTIONS TO
PREVENT MOVEMENT DURING CONCRETE PLACEMENT. SHOOKS SHALL NOT BE USED AS TENDON TIES.
THIS PAGE RELEARRED FOR CONSTR
CITY APPROVED PLANS TD BE KEPT-3
ArAu nNEs.
03/09/2026 12:53:02 PM
BY: KELLY TAFT TSBPE: 1-3971
SHEET INDEX
DRAWING LIST
SHEET NO.
REVISION
DRAWING TIRE
A-101
03
SITE PLAN 8 ELEVATIONS
S-101
m
FOUNDATION
S-102
03
STEEL FRAMING
S-201
03
FOUNDATION DETAILS
5-202
03
CONNECTION DETAILS
REVISIONDATE
NO.
1002182026
T�
10 02-23-2026
/�4\
10 02-26-2026
/+\ I
DRAWING SYMBOLS
S SSF /02
CONSTRUCTION SECTION
❑ STEELCOWMN
nBASE PLATE
18. WHERE DISCREPANCIES BETWEEN FOUNDATION DIMENSIONS AND ARCHITECTURAL PLANS ARE NOTED,
ARCHITECTURAL PLANS SHALL CONTROL. COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL
DRAWINGS FOR ALL OPENINGS, DROPS, INSERTS, SLOPES, BRICK LEDGES, AND RELATED ITEMS.
19. IF SOLID ROCK IS ENCOUNTERED DURING TRENCHING OF BEAMS, BEAM DEPTH MAYBE REDUCED BUT MUST
MAINTAIN A MINIMUM OF 12INCHB OF SOIL COVER UPON FINAL GRADE.
M PLUMBING UNES SHALL NOT BE LOCATED INSIDE BEAMS EXCEPT WHERE PERPENDICULAR TO THEM.
21. SAND OR GRAVEL BEDDING MATERIAL FOR UTILITIES SHALL NOT BE USED WITHIN 5 FEET OF THE FOUNDATION
EDGE. PROVIDE A CLAY PLUG TO PREVENT WATER INHLTRATIO UNDERTHESLAB.
22. WATER CUTOFF VALVES AND PIPE TRANSITIONS SHALL NOT BE INSTALLED WITHIN 5'-B'OF THE FOUNDATION
EDGE.
23. IRRIGATION SYSTEMS SHALL NOT SPRAY DIRECTLY ON THE FOUNDATION.
24. SIDEWALKS AND DRIVES SHALL BE GRADED TO SLOPE AWAY FROM THE FOUNDATION TO ELIMINATE AND
PREVENT PONDING OF WATER.
25. TREES AND SHRUBS SHALL NOT BE LOCATED CLOSER TO THE FOUNDATION THAN A HORIZONTAL DISTANCE
EQUAL TO ROUGHLY ONE-HALF OF THE FREE OR SHRUB'S MATURE HEIGHT WITHOUT NSTALLATION OF PIERS OR
A ROOT BARRIER IF IMPRACTICAL, PROVIDE A DEEPENED EXTERIOR BEAM WITH A MINIMUM DEPTH OF 48
INCHES BELOW GRADE FOR A PERPENDICULAR DISTANCE EQUAL TO ROUGHLY ONE-HALF OF THE TREE OR
SHRM'S MATURE HEIGHT.
26. LANDSCAPING SHALL NOT AFFECT FINAL GRADE. EXCAVATION OF SOILS ADJACENT TO THE FOUNDATION
FOR LANDSCAPING IS PROHIBITED. LANDSCAPING SHALL BE PLACED ON TOP OF FINAL GRADE. SOLID
LANDSCAPE EDGING SHALL NOT BE USED.
A\
ArtlBuild
Civil & Structural monabatian@gmaiLmm Highly Efficient Designs
Engineering Consultants (972) 878-4383 for construction Projects
These drawings and Specifications,
concept and design are and shall remain the property and
Goal of ArllBuild and shall not be used for any other
work except by written agreement with ArtlBuild.
ENGLYEFR
Mohammad NORUBT, P.E.
INSPECTOR
ATTEN7T0N
https://web.mygov.us/app/#{"page":[{"uOil:"/pi/","params":{" container":Vmn","bli"Permits","url":"/pi/","environment":"page"}j,{" url":"/pi/projects/deta iIs? id=349185&list=all","params":{"container":"#main","c... 2/7
4/21/26, 1:56 PM
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BUILDING CODE
PROPERTY TYPE: RESIDENTIAL
TYPE OF CONSTRUCTION: V-B
THE BUILDING SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL LOCAL CODE REQUIREMENTS OF
THE CITY OF GRAPEVINE.
ALL WORK SHALL COMPLY WITH THE 2021 EDMONS OF THE IRC, IBC, IPC, IMC, NEC. AND IECC.
VERIFICATION OF MEASUREMENTS:
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS MAKE NECESSARY
ADJUSTMENTS PRIOR & DURING. CONSTRUCTION.
CORRUGATED
METAL ROOF
2' DISTANCE FROM T DISTANCE FROM
CONCRETE EDGE CONCRETE EDGE _lfl0'{1e
_T— i, IT
38&18/54
p� ELEVATION SOUTH
oN
SCALE: ,"= 1'-a' G
5 Y I IIIIIIIIIIUIIIIIIIIIIIIIIIIIRIIIIIIIIIIIIIIII�IIII�II�-
—CORRUGATED I
METAL ROOF
l
�I
�y 2' DISTANCE FROM T DISTANCE MOM
CONCRETE EDGE I CONCRETE EDGE
02 ELEVATION NORTH
SCALE-, 1' 0'
LOPETR 'l SLOpE ----- - '
CORRUGATED)/ CORRUGATED
METAL ROOF METAL ROOF
EXISTING BUILDING I WEXISTING BUILDING )<j"I.R. FND--/
TDISTANCE FROM TDISTANCE FROM
CONCRETE EDGE IICONCRETE EDGE _a
03 ELEVATION EAST ELEVATION WEST
SCALRY.— I' -a' 04 SCALE:Y" =1'-a'
DETACHED GARAGE
7
38318/54
a
Wfl-18/54
I.R. FND,
87.00'
N.BV'52'00"E.
1( X
LOT 16
PROPOSED
COVERED
PATIO
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i. f .•
••, • v T ,.. 6. s9.3'� 15
388 78/54
%
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EXISTING BUILDING
�25' BUILDING
uNE
87.00' --
—�--
S.89°52'00"W.
\
END.
�F CITYOF GRAPEV'IINyES�p��/'l1�},�
RDN EFb! WE6 N(f'r AU(MJG�LC'SN( WGH�Li1N
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2606 EVINRUDE DRIVE
ouwxc.
CITYAPPR ESITEATALL"MESPT NTHEJOB
03/09/2026 12:48:23 PM
05 SITE PLAN
BY: KELLY TAFT TSBPE: I-3971
SCALE: a-,o"
ALL CHANGES MUST BE APPROVED,
ArtlBuild
monabadan@gmaiLcom
(972) 878-4383
Civil & Structural
Engineering Consultants
Highly Efficient Designs
For Canstmctlon Projects
These drawings and specifications,
concept and design are and shall
remain the property and copyright of
AH]Build and shall not be used for
any other work except by written
agreement with ArtlBuild.
ENGINEER
Mohammad Nabatian, P.E.
INSPECTOR
ATTENTION
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REVISION DATE NO.
02-18-2026 A)
02-23-2026
02-26-2026 A
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22fi1202fi
A-101
https://web.mygov.us/app/#{"page": [{"url":"/pil","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects!details?id=349185&list=all","params":{"container":"#main","c... 3/7
4/21/26, 1:56 PM
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MATERIAL PROPERTIES,
FOUNDATION CONCRETE ................. 30M PSI
REBARASTM A615 GR.60
CONSTRUCTION NOTES:
1. SIT GRADING AND DRAINAGE AROUND FOUNDATION SHALL BE MAINTAINED AT ALL TIMES IN SUCH A MANNER THAT
SURFACE OR GROUND WATER WILL NOT COLLECT AROUND FOUNDATION. ADEQUATE POS"IVE DRAINAGE SHALL BE
PROVIDED AND MAINTAINED SLOPING AWAY FROM FOUNDATION A MINIMUM OF 2-5% V Ss IN/ETI FOR A MINIMUM
DISTANCE OF 5'-0"FROM FOUNDATION FINISHED EDGE.
MAINTAINING POSTIVE SURFACE DRAINAGE THROUGHOUTTHE LIFE OFTHE STRUCTURE IS ESSENTIAL.
2 FINAL GRADES SHALL HAVE POSITIVE DRAINAGE SLOPING AWAY FROM FOUNDATION. A MINIMUM OF 6" CLEARANCE
BETWEEN TOP OF SLAB AND/OR BRICK LEDGE AND SOIL SURFACE SHALL BE MAINTAINED.
3. BEAM TRENCHES SHALL BE CLEAN AND FREE OF LOOSE SOIL AND DEBRIS. BEAM BOTTOMS MUST BE FOUNDED IN MINIMUM
IYUNDISTURBED SOIL OR PROPERLY COMPACTED FILL, UNLESS PIERS ARE SPECIFIED. BEAM TRENCH BOTTOMS MAY BE
ROUNDED BY TRENCH CUTTING DEVICE. AVERAGE BEAM WIDTH BELOW FOUNDATION SLAB MUST BE EQUAL TO OR GREATER
THAN DESIGN BEAM WIDTH,' W", NOTED ON FOUNDATION PLAN AN THE MINIMUM BEAM WIDTH SHALL NOT BE LESS THAN
95%' W"ITOLERANCE -/+ 5%"W'1.
4. AT CONTRACTORS OPTION, A SAND CUSHION OR THIN LAYER OF SELECT FILL MAY BE USED AS TOP LAYER FOR PAD.EXISTING
SOILS MAY BE USED AS LONG AS THEY PRESENT NO HAZARD TO THE POLYETHYLENE VAPOR BARRIER.
5. PROVIDE A MINIMUM 10-MIL VAPOR RETARDER CONFORMING TO ASTM El 745 CLASS A, WITH JOINTS LAPPED NOT LESS
THAN 61NC H ES, PLACED BETWEEN THE CONCRETE SLAB AND THE BASE COURSE OR PREPARED SUBGRADE PER IRC R506.2 2.
UNLESS NOTED OTIFERWISEREINFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT 4' MAXIMUM INTERVAL. AND
TIED AT ALL INTERSECTIONS TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. S-HOOKS SHALL NOT BE USED AS
TENDON TES.
6, REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT 4' MAXIMUM INTERVAL, AND TIED AT ALL INTERSECTIONS TO
PREVENT MOVEMENT DURING CONCRETE PLACEMENT. S-HOOKS SHALL NOT BE USED AS TENDON TIES.
Z. WHERE DISCREPANCIES BETWEEN FOUNDATION DIMENSIONS AND ARCHITECTURAL PLANS ARE NOTED, ARCHRECTURAL
PLANS SHALL CONTROL.
B. COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. DROPS, INSERTS, SLOPES.
BRICK LEDGES AND RELATED REMS
9: IF SOLID ROCK IS ENCOUNTERED DURING TRENCHING OF BEAMS. BEAM DEPTH MAY BE REDUCED, BUT MUST MAINTAIN A
MINIMUM OF TT SOIL COVER UPON FINAL GRADE
10. PLUMBING LINES SHALL NOT BE LOCATED INSIDE BEAMS, EXCEPT ATOR NEAR PERPENDICULAR CONFIGURATION TO BEAMS
11. SAND OR GRAVEL BEDDING MATERIAL FOR UTILITIES SHALL NOT BE USED WITHIN 5' OF FOUNDARON EDGE A CLAY PLUG
SHALL BE PROVIDED TO PREVENT WATER INFILTRATION UNDER SLAB.
12. WATER CUTOFF VALVES AND PIPE TRANSITIONS SHALL NOT BE INSTALLED WITHIN 5'4Y' OF FOUNDATION EDGE.
13 IRRIGATION SYSTEMS SHALL NOT SPRAY DIRECTLY ON FOUNDATION.
14. SIDEWALKS AND DRIVES SHALL BE GRADED TO SLOPE AWAY FROM FOUNDATION TO ELIMINATE AND PREVENT MINDING OF
WATER.
15. TREE$ AND SHRUBS SHALL NOT BE LOCATED CLOSER TO FOUNDATION THAN A HORIZONTAL DISTANCE EQUAL TO ROUGHLY
ONE - HALF OF TREE OR SHRUBS MATURE HEIGHT WITHOUT INSTALLATION OF PIERS OR ROOT BARRIER. IF IMPRACTICAL, A
DEEPENED EXTERIOR BEAM SHALL BE PROVIDED A MINIMUM DEPTH OF 48" BELOW GRADE, FOR A PERPENDICULAR DISTANCE
EQUALTO ROUGHLY ONE HALF OF TREE OR SHRUB'S MATURE HEIGHT.
16. LANDSCAPING SHALL NOT AFFECT FINAL GRADE. EXCAVATION OF SOILS ADJACENT TO FOUNDATION FOR PURPOSES OF
LANDSCAPING IS PROHIBITED, LANDSCAPING SHALL BE PLACED ON TOP OF FINAL GRADE. SOLID LANDSCAPE EDGING
SHALL NOT BE USED.
LIMITATION:
• NO GECTECHNICAL REPORT WAS PROVIDED. THE FOUNDATION DESIGN IS BASED ON ASSUMED SOIL CONDMONS. SOIL
PREPARATION. VERIFICATION OF SOIL CONDITIONS, AND FOUNDATION PERFORMANCE ARE THE RESPONSIBILITY OF THE
CONTRACTOR, THE ENGINEER ASSUMES NO LIABILITY FOR SOIL CONDITIONS OR FOUNDATION PERFORMANCE.
• THE ENGINEER'S SCOPE OF WORK 15 LIMITED SOLELY TO THE DESIGN OF THE PATIO ADDITION METAL FRAMING AND
SUPPORTING FOOTINGS. THE SLAB IS SPECIFICALLY EXCLUDED FROM THE SCOPE OF WORK. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE EXISTING SLAB OR ANY OTHER EXISTING CONDITONS, NOR FOR ANY EXISTING OR FUTURE
STRUCTURAL DEFICIENCIES, MOVEMENT, OR DISTRESS.
1. ALL DIMENSIONS SHALL BE VERIFIED AND APPROVED BY CONTRACTOR BEFORE STARTING CONSTRUCTION.
2. IF ANY COLUMN, BEAM OR SLAB EXISTED AS IS DRAWN IN THE PROPOSED PLAN, CONTRACTOR SHOULD CHECK THE
MINIMUM PRODUCT THAT ARE REQUIRED AS THE TABLES.
CONCRETE DESIGNS:
A. REFER TO THE LATEST 2021 IRC EDITION FOR BUILDING CODE REQUIREMENTS.
B CONCRETE SHALL BE 3000 PSI AT 28 DAYS.
C. ALL REINFORCING STEEL SIZE#4 OR ABOVE SHALL BE GRADE 60.
D. ALL REBAR DETAILING SHALL BE DONE IN ACCORDANCE WITH ACI 318-19122) GRADE 60.
E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION,
F. PROVIDE A 10-MIL POLYETHYLENE MOISTURE BARRIER BENEATH THE FOUNDATION.
G. ENGINEER ASSUMES NO RESPONSIBILITY FOR INSPECTIONS. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS SPECIFICALLY
SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE. SIMILAR TO DETAILS
SHOWN FOR SIMILAR CONDITIONS.
H. EXISTING FOUNDATION WAS NOT INSPECTED. I CANNOT ASSUME ANY LIABILITY OR RESPONSIBILITY FOR FUTURE FOUNDATON
FAILURE.
I. IF ANY FOUNDATION FAILURES, SUCH AS CRACKS RESULTING FROM NEW FOUNDATION ATTACHMENT OR WALL REMOVAL.
ARE DETECTED, PLEASE CONTACT A STRUCTURAL ENGINEER.
A**O,lk
ArtlBuild
monabadan@gmaiLcom
(972) 878-4383
Civil & Structural
Engineering Consultants
Highly Efficient Designs
FBI CBnstructlon Projects
These drawings and specifications,
concept and CBSlgn are and shall
remain the property and Copyright of
Ar IBuild and shall not be used for
any other work except by Written
agreement with ArtlBuild.
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ENGINEER
Mohammad Nabatian, P.E.
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DESIGN LOADING:
A. GAZEBO ROOF DEAD LOAD .................. 10 ESE
a. GAZEBO ROOF LIVE LOAD ...................... 10 PSF
C. SNOW LOADS .... -- ....................... I5 PSF
D. WIND LOADS........... CALCULATED AS ASCE7-22 WIND LOAD 115 MPH
LMATERIAL PROPERTIES:
I. STEELMATERIALSSHALLCONFORM TO THE FOLLOWING GRADES:
STRUCTURAL IHSSI ......-........_. ASTM A500, GR.B (FY=46 KSn
ALL FLATS AND PLATES ...................... ASTM A36 FY-36 K51)
- METAL ROOF ............................._..... ASTM A792, AZ50 OR AZ55
2, ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC"CODE
OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES:'
3. ALL WELDED CONNECTIONS SHALL COMPLY WITH AWS DI.1'STRUCTURAL WELDING CODE STEED' USING E]OXX WELDING
ELECTRODES UNLESS OTHERWISE SPECIFIED.
4. NO CHANGES IN MEMBER SIZE OR POSITION ARE PERMITTED DURING ERECTION WITHOUT WRITTEN CONSENT FROM THE
ENGINEER OF RECORD.
LIMITATION:
• MY OPINION IS BASED ON BEST PRACTICES; HOWEVER, I CANNOT ASSUME ANY LIABILITY OR RESPONSIBILITY FOR STRUCTURAL
DEFECTS.
LOAD COMBINATIONS (PER ASCE7-22 2A-T
1. D
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4. D+O.75L+0.7510.75 OR LRI
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7. 0.6D+0.6W
• IF ANY STRUCTURAL MEMBER EXIST AS IS DRAWN IN THE PLAN, CONTRACTOR SHALL CHECK THE MINIMUM PRODUCTS THAT
ARE REQUIRED AS THE TABLE AND DRAWING PLAN
• IF AT THE END OF ME BEAM.THERE 15 NO COLUMN IN THE DRAWING PLAN, USE ME TABLE COLUMN.
• NOTE LENGTH MUST BE VERIFIED AND APPROVED BY CONTRACTOR.
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Highly Efficient Designs
FBI CBnstructlon Projects
These drawings and specifications,
concept and design are and shop
remain the property and copyright of
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ENGINEER
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INSPECTOR
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CONTRACTOR SHALL VERIFY ALL CONNECTION DETAILS, AND IF ANY ISSUES ARE ENCOUNTERED DURING FABRICATION,
THEY SHALL IMMEDIATELY CONTACT THE STRUCTURAL ENGINEER AND FOR ANY MODIFICATIONS, INCLUDING OPENINGS
OR RELOCATING ELEMENTS, OR IF YOU HAVE ANY QUESTION ABOUT THE DRAWINGS, PLEASE CONTACT THE STRUCTURAL
ENGINEER USTED BELOW:
Mohammad Nob"tian
(972) 878-7383
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ALTERATIONS MADE WITHOUT CONSULTATION MAY COMPROMISE STRUCTURAL INTEGRITY AND SAFETY OF THE BUILDING,
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2606 Evinrude Dr, Grapevine, Patio
2606 Evinrude Dr, Grapevine, TX 76051
PROJECT AREAS PROJECT DATA SITE VICINITY MAP
OVERALL DATA:
SITE GROSS AREA: X SQ H
SITE PERIMETER: XFF
ALLOWABLE AREAS:
MAX ALLOW LOT COVERAGE: 100 %
MAX ALLOW LOT GOV. SQ FT: X SQ Fr
MAX HEIGHT: X ET
STORIES: X
ABOVEGR: X
SCOP OF WORK:
CONSTRUCTION OF A STEEL -FRAMED COVERED PATIO
AND FOUNDATION.
PROJECT DESCRIPTION:
RESIDENTIALBUILDING
JURISDICTION INFORMATION:
PROJECT AHJ: CRY OF GRAPEVINE -BUILDING INSPECTIONS /
COMMUNITY DEVELOPMENT
FIRE DISTRICT. GRAPEVINE FIRE DEPARTMENT.
ELECTRICITY PROVIDER: X
GAS UTILITY PROVIDER: X
WATER JURISDICTION: CITY OF GRAPEVINE - PUBLIC UBLIIY
DEPARTMENT.
TRASH SERVICE CITY OF GRAPEVINE- MUNICIPAL SOLID WASTE
SERVICES.
CODES AND DESIGN SPECIFICATIONS:
BUIL�ING CODE INTERNATIONAL RESIDENTIAL CODE I IRCI 2U21.
BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2LJ21.
BUILDING CODE ASCE 7-22 MINIMUM DESIGN LOADS AND
ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES.
BUILDING CODE:SPECIHOATION FOR STRUCTURAL STEEL
BUILDINGS (ANSI/AISC 36D) 2D22.
AWS DI.1 / D1.1 M: STRUCTURAL WELDING CODE, 2020.
BUILDING CODE: REQUIREMENTS FOR REINFORCED CONCRETE
)ACI 318-19(22f).
SITE DATA:
ZONE: SINGLE-FAMILY RESIDENTIAL DISTRI
PARCEL AREA. X SQ PT
SETBACKS:
W. 25 FT
REAR: X
SIDES: X
R.O.W.: X
LEGAL DESCRIPTION:
APPRAISAL DISTRICT: TARRANT APPRAISAL DISTRICT
PARCEL NO: X
BLOCK: Q
LOT16
MAP REFERENCE PLAT RECORDED IN VOLUME 338-18, PAGE 54,
TARRANT COUNTY PLAT RECORDS
GENERAL IN OFFS
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF APPLICABLE NATIONAL, STATE, AND LOCAL
BUILDING CODES, INCLUDING THE INTERNATIONAL BUILDING CODE TIC), AND ALL REFERENCED STANDARDS
M-G., ACI 318, ALSO, NDS. AWS, ETC.). WHERE NO SPECIFIC CODE APPLIES, THE MOST CURRENT IBC PROVISIONS
SHALL GOVERN.
2. ONLY APPROVED, NEW MATERIALS AND RECOGNIZED METHODS OF CONSTRUCTION SHALL BE USED
THROUGHOUT THE PROJECT. ALL MATERIALS SHALL COMPLY WITH THE SPECIFIED ASTM, AISC, AND ACI
STANDARDS.
3. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS SHALL BE REPORTED
IN WRITING TO. THE ENGINEER OF RECORD MOR) BEFORE PROCEEDING.
4. UNLESS NOTED OTHERWISE. DIMENSIONS ARE TO THE FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF
COLUMNS, OR CENTERLINE OF OPENINGS. SPECIFIC DETAILS AND NOTES SHALL TAKE PRECEDENCE OVER
STANDARD OR TYPICAL DETAILS.
5. IN CASE OF CONFLICT BETWEEN STRUCTURAL, ARCHITECTURAL, MECHANICAL OR OTHER DISCIPLINES'
DRAWINGS, NOTIFY THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING. DO NOTSCALE DRAWINGS.
6. COORDINATE ALL WORK WITH OTHER TRADES (MECHANICAL ELECTRICAL, PLUMBING, FIRE PROTECTION, ELCJ
TO AVOID CONFLICTS. NO OPENINGS OR PENETRATIONS SHALL BE MADE IN STRUCTURAL MEMBERS WITHOUT
WRITTEN APPROVAL FROM THE ENGINEER.
7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SCHEDULE NECESSARY INSPECTIONS WITH THE
GOVERNING AUTHORITY. APPROVAL OF ALL WORK SHALL BE OBTAINED BEFORE CONCEALMENT.
8. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES.
AND SAFETY DURING CONSTRUCTION, INCLUDING PROTECTION OF WORKERS AND PROPERTY.
10. MATERIAL CERTIFICATION B TESTING:
10.1. ALL STRUCTURAL MATERIALS SHALL BE ACCOMPANIED BY MILL TEST CERTIFICATES )MTC)VERIFYING
COMPLIANCE WITH APPLICABLE STANDARDS.
102. PROVIDE MATERIAL TEST REPORTS (MTR) FOR ALL CRITICAL MATERIALS.
10.3. RETAIN ALL MTC AND MTR DOCUMENTATION FOR QUALITY ASSURANCE AND AUDIT PURPOSES.
10.4. SUBMIT CERTIFICATES FOR VERIFICATION PRIOR TO FABRICATION OR INSTALLATION.
11. ALL EGRESS, FIRE -RESISTANCE, AND FIREPROTECTIONSYSTEMS SHALL COMPLY WITH THE ADOPTED LOCAL
CODES AND NFPA STANDARDS. WHERE CONFLICTS ARISE. THE GOVERNING CODE SHALL TAKE PRECEDENCE
I2. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE -TREATED OR OTHERWISE
PROTECTED. PROVIDE CORROSION -RESISTANT FASTENERS WHERE DISSIMILAR METALS OR TREATED MATERIALS ARE
USED,
13. ROOF PENETRATIONS ARE PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. ALL PENETRATIONS
THROUGH STRUCTURAL ELEMENTS SHALL BE SLEEVED AND SEALED. SEAL ALL CRACKS AND OPENINGS BETWEEN
CONDITIONED AND UNCONDITIONED SPACES WITH APPROVED MATERIALS.
14. REPORT ANY DEVIATION FROM THESE DRAWINGS OR SPECIFICATIONS TO THE ENGINEER OF RECORD
IMMEDIATELY. DO NOT PROCEED WITH CHANGES WITHOUT WRITTEN APPROVAL.
15. SUBMIT FABRICATION DRAWINGS AND PRODUCT DATA FOR STRUCTURAL ELEMENTS )STEEL, PRECAST. ANCHORS,
EMBEDS, ETC.) FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL REFLECT VERIFIED
HELD DIMENSIONS.
16. PROTECT MATERIALS FROM DAMAGE, DEFORMATION, OR CORROSION. STORE REINFORCING STEEL AND
STRUCTURAL MEMBERS ON SUPPORTS ABOVE GROUND AND UNDERCOVER AS REQUIRED.
17. MAINTAIN COMPLETE GA/QC DOCUMENTATION, INCLUDING TEST REPORTS, WELD CERTIFICATIONS. AND
INSPECTION RECORDS, FOR REVIEW BY THE ENGINEER OR AUTHORITY HAVING JURISDICTION )AHJ).
ABBREVIATIONS
A.F.F.- ABOVE FINISHED FLOOR
F.F. HNISHED FLOOR
AD -ADJUSTABLE
F.O.,-FACE OF CONCRETE
BM - BEAM
EON - FOUNDATION
BRKT-BRACKET
JST - JOIST
COL -COLUMN
N.T.S.-NOTTOSCALE
CONC-CONCRETE
O.C. -ONCENTER
DET-DETAIL
RUNE- REINFORCED
DI-DIAMETERSTL-STEEL
ELEV-ELEVATION
T.O. -TOP OF
EQ-EQUAL
EXT- EXTERIOR
TYP-TYPICAL
JA,A-UNLESS NOTED OTHERWISE
CONSTRUCTION NOTES:
LIMITATION
• MY OPINION IS BASED ON BEST PRACTICES; HOWEVER, I CANNOT
ASSUME ANY LIABILITY OR RESPONSIBIUrY FOR STRUCTURAL DEFECTS.
• NO GEOTECHNICAL REPORT WAS PROVIDED. THE FOUNDATION DESIGN
IS BASED ON ASSUMED SOIL CONDITIONS. SOIL PREPARATION,
VERIFICATION OF SOIL CONDITIONS, AND FOUNDATION PERFORMANCE
ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER ASSUMES
NO LIABILITY FOR SOIL CONDITIONS OR FOUNDATION PERFORMANCE,
THE ENGINEER'S SCOPE OF WORK IS UMITED SOLELY TO THE DESIGN OF
THE PATIO ADDITION METAL FRAMING AND SUPPORTING FOOTINGS, THE
SLAB IS SPECIFICALLY EXCLUDED FROM THE SCOPE OF WORK. ME
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE EXISTING SLAB OR ANY
OTHER EXISTING CONDITIONS, NOR FOR ANY EXISTING OR FUTURE
STRUCTURAL DEFICIENCIES, MOVEMENT, OR DISTRESS.
• THE EXISTING 2X4 STUD WALL 4 16L O.C. AT THE PATIO TERMINATION IS
REPORTED TO SUPPORT PATIO AND ROOF LOADS ONLY, WITH NO FLOOR
JOISTS BEARING ON IT. DESIGN 15 BASED ON THIS REPRESENTATION.
1. THE CONCRETE PIER SHALL EXTEND A MINIMUM OF 31NCHES INTO THE FOOTING, SET CONCENTRICALLY. PROVIDE A POCKET
DIAMETER I INCH LARGER THAN THE PIER ('h-INCH ANNULAR CLEARANCE ALL AROUND) TO PERMIT PLACEMENT AND
INSPECTION WHILE MAINTAINING REQUIRED COVER.
2. THE PIER -FOOTING INTERFACE SHALL TRANSFER COMPRESSION AND IN -PLANE SHEAR ONLY; NO TENSION OR BENDING
MOMENT SHALL BE RELIED UPON ACROSS THE JOINT. NO REINFORCEMENT SHALL CROSS THE INTERFACE.
3. PROVIDE A CONCRETE SHEAR KEY IOR BEARING STEP) AT THE HORIZONTAL JOINT SIZED SO THAT FACTORED BEARING STRESS
ON KEY FACES DOES NOT EXCEED ACI 318 CONCRETE BEARING STRENGTH USING THE Al/A2 ENLARGEMENT LIMIT ]52.0
INCREASE): DESIGN WITH STRENGTH REDUCTION FACTOR OF R BEARING, SURFACES OF THE KEY SHALL BESMOOTH-FORMED
BEARING FACES: OTHER JOINT AREAS REMAIN UNKEYED AND FREE OF BOND BREAKERS.
4. OUTSIDE THE KEY. MAINTAIN A CONTINUOUS '�-INCH MINIMUM ANNULAR ISOLATION GAP BETWEEN PIER AND POCKET TO
AVOID UNINTENDED SIDE BEARING; AFTER INSPECTION, SEAL ONLY THE TOP A INCH WIFE BACKER ROD AND ELASTOMERIC
SEALANT FOR DEBRIS/WATER PROTECTION -DO NOT FILL BELOW THE SEAL.
5. DETAILFOOTING REINFORCEMENT TO BYPASS THE POCKET AND PROVIDE HAIRPINS OR TRIM BARS TO SATISFY LOCAL BEARING
SPREAD AND TWO-WAY [PUNCHING] SHEAR AROUND THE POCKET PER ACI 318 CHAPTER 22; MAINTAIN ACI 117 PLACEMENT
TOLERANCES.
6. BEBASEPLATE LEVELNESS WITHIN Tie INCH PER 12 INCHES AND BASEPIATE ELEVATION WITHIN ±1 /8 INCH.
7. USE NON-METALLIC. NON -SHRINK GROUT CONFORMING TO ASTM C1107 ON A CLEAN SSD SURFACE: PLACE CONTINUOUSLY.
EXTEND GROUT I INCH BEYOND PLATE EDGES, BEVEL EXPOSED EDGES, AND CURE PER MANUFACTURER'S INSTRUCTIONS. FOR
CONSTRUCTAEUTY AND INSPECTION, USE 1 , INCH MINIMUM GROUT THICKNESS UNLESS OTHERWISE APPROVED BY THE
ENGINEER CF RECORD (EOR).
B. FOR LARGE BASE PLATES [APPROXIMATELY 24 INCHES OR GREATER ON THE SMALLER SIDE), CONSIDER GROUT HOLES TO
FACILITATE COMPLETE GROUT PLACEMENT PER AISC GUIDANCE,
9. NO DOWELS. ANCHORS, WELDED OR ADHESIVE BARS, OR OTHER STEEL SHALL CROSS THE PIER�OOTING INTERFACE. NO
GROUT OR MORTAR SHALL BE PLACED IN THE SIDE ANNULUS BELOW THE TOP SEAL. ANY DEVIATION REQUIRES FOR APPROVAL.
10. PROVIDE SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY IBC CHAPTER 17 FOR CONCRETE, REINFORCEMENT, AND
GROUTING OPERATIONS. SUBMIT PRODUCT DATA FOR GROUT AND SEALANT PRIOR TO USE.
11. MAINTAIN POSITIVE DRAINAGE AROUND THE FOUNDATION AT ALL TIMES TO PREVENT SURFACE OR GROUNDWATER
COLLECTION. PROVIDE AND MAINTAIN SLOPES AWAY FROM THE FOUNDATION OF 2,5% I'/fA INCH PER FOOT) FOR A
MINIMUM DISTANCE OF D' FROM THE FINISHED FOUNDATION EDGE.
12. MAINTAIN POSITIVE SURFACE DRAINAGE THROUGHOU ILE LIFE OF THE STRUCTURE.
13, FINAL GRADES SHALL HAVE POSITIVE DRAINAGE SLOPING AWAY FROM THE FOUNDATION, MAINTAIN A MINIMUM MNCH
CLEARANCE BETWEEN TOP OF SLAB OR BRICK LEDGE AND THE SOIL SURFACE.
14. BEAM TRENCHES SHALL BE CLEAN AND FREE OF LOOSE SOIL AND DEBRIS. BEAM BOTTOMS MUST BE FOUNDED IN A MINIMUM
OF 12 INCHES OF UNDISTURBED SOIL OR PROPERLY COMPACTED FILL, UNLESS PIERS ARE SPECIFIED. BEAM TRENCH
BOTTOMS MAY BE ROUNDEDBY THE TRENCHING DEVICE. THE AVERAGE BEAM WIDTH BELOW THE SLAB MUST BE EQUAL TO
OR GREATER MAN THE DESIGN WIDTH "W.' AND ME MINIMUM WIDTH SHALL NOT BE LESS THAN 95%OF"W"(TOLERANCE
±5%).
15. AT THE CONTRACTOR'S OPTION. A SAND CUSHION OR THIN LAYER OF SELECT FILL MAY BE USED AS THE TOP LAYER FOR THE
PAD. EXISTING SOILS MAY BE USED AS LONG AS THEY PRESENT NO HAZARD TO THE POLYETHYLENE VAPOR BARRIER,
M PROVIDE A LAYER OF IO-MIL POLYETHYLENE WITH LAPPED JOINTS BETWEEN SAND/EXISTING MATERIAL AND THE SLAB
UNLESS OTHERWISE INDICATED.
17. REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT A MAXIMUM OF 4 FEET AND TIED AT ALL INTERSECTIONS TO
PREVENT MOVEMENT DURING CONCRETE PLACEMENT. SHOOKS SHALL NOT BE USED AS TENDON TIES.
SHEET INDEX
DRAWING LIST
SHEET NO.
REVISION
DRAWING TIRE
A-101
03
SITE PLAN 8 ELEVATIONS
S-101
m
FOUNDATION
S-102
03
STEEL FRAMING
S-201
03
FOUNDATION DETAILS
5-202
03
CONNECTION DETAILS
REVISIONDATE
NO.
1002182026
T�
10 02-23-2026
/�4\
10 02-26-2026
/+\ I
DRAWING SYMBOLS
S SSF /02
CONSTRUCTION SECTION
❑ STEELCOWMN
nBASE PLATE
18. WHERE DISCREPANCIES BETWEEN FOUNDATION DIMENSIONS AND ARCHITECTURAL PLANS ARE NOTED,
ARCHITECTURAL PLANS SHALL CONTROL. COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL
DRAWINGS FOR ALL OPENINGS, DROPS, INSERTS, SLOPES, BRICK LEDGES, AND RELATED ITEMS.
19. IF SOLID ROCK IS ENCOUNTERED DURING TRENCHING OF BEAMS, BEAM DEPTH MAYBE REDUCED BUT MUST
MAINTAIN A MINIMUM OF 12INCHB OF SOIL COVER UPON FINAL GRADE.
M PLUMBING UNES SHALL NOT BE LOCATED INSIDE BEAMS EXCEPT WHERE PERPENDICULAR TO THEM.
21. SAND OR GRAVEL BEDDING MATERIAL FOR UTILITIES SHALL NOT BE USED WITHIN 5 FEET OF THE FOUNDATION
EDGE. PROVIDE A CLAY PLUG TO PREVENT WATER INHLTRATIO UNDERTHESLAB.
22. WATER CUTOFF VALVES AND PIPE TRANSITIONS SHALL NOT BE INSTALLED WITHIN 5'-B'OF THE FOUNDATION
EDGE.
23. IRRIGATION SYSTEMS SHALL NOT SPRAY DIRECTLY ON THE FOUNDATION.
24. SIDEWALKS AND DRIVES SHALL BE GRADED TO SLOPE AWAY FROM THE FOUNDATION TO ELIMINATE AND
PREVENT PONDING OF WATER.
25. TREES AND SHRUBS SHALL NOT BE LOCATED CLOSER TO THE FOUNDATION THAN A HORIZONTAL DISTANCE
EQUAL TO ROUGHLY ONE-HALF OF THE FREE OR SHRUB'S MATURE HEIGHT WITHOUT NSTALLATION OF PIERS OR
A ROOT BARRIER IF IMPRACTICAL, PROVIDE A DEEPENED EXTERIOR BEAM WITH A MINIMUM DEPTH OF 48
INCHES BELOW GRADE FOR A PERPENDICULAR DISTANCE EQUAL TO ROUGHLY ONE-HALF OF THE TREE OR
SHRM'S MATURE HEIGHT.
26. LANDSCAPING SHALL NOT AFFECT FINAL GRADE. EXCAVATION OF SOILS ADJACENT TO THE FOUNDATION
FOR LANDSCAPING IS PROHIBITED. LANDSCAPING SHALL BE PLACED ON TOP OF FINAL GRADE. SOLID
LANDSCAPE EDGING SHALL NOT BE USED.
A\
ArtlBuild
Civil & Structural monabatian@gmaiLmm Highly Efficient Designs
Engineering Consultants (972) 878-4383 for construction Projects
These drawings and Specifications,
concept and design are and shall remain the property and
Goal of ArllBuild and shall not be used for any other
work except by written agreement with ArtlBuild.
ENGLYEFR
Mohammad NORUBT, P.E.
1N6'PECTOR
ATTENTION
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BUILDING CODE
PROPERTY TYPE: RESIDENTIAL
TYPE OF CONSTRUCTION: V-B
THE BUILDING SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL LOCAL CODE REQUIREMENTS OF
THE CITY OF GRAPEVINE.
ALL WORK SHALL COMPLY WITH THE 2021 EDMONS OF THE IRC, IBC, IPC, IMC, NEC. AND IECC.
VERIFICATION OF MEASUREMENTS:
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS MAKE NECESSARY
ADJUSTMENTS PRIOR & DURING. CONSTRUCTION.
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ArtlBuild
monabadan@gmaiLcom
(972) 878-4383
Civil & Structural
Engineering Consultants
Highly Efficient Designs
For Canstructlon Projects
These drawings and specifications,
concept and design are and shall
remain the property and copyright of
Ah]Build and shall not be used for
any other work except by written
agreement with ArtlBuild.
ENGINEER
Mohammad Nabatian, P.E.
INSPECTOR
ATTENTION
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MATERIAL PROPERTIES
FOUNDATION CONCRETE ................. 30M PSI
REBAR ASIM A615 GR.60
CONSTRUCTION NOTES:
1. SIT GRADING AND DRAINAGE AROUND FOUNDATION SHALL BE MAINTAINED AT ALL TIMES IN SUCH A MANNER THAT
SURFACE OR GROUND WATER WILL NOT COLLECT AROUND FOUNDATION. ADEQUATE PCSFFVF DRAINAGE SHALL BE
PROVIDED AND MAINTAINED SLOPING AWAY FROM FOUNDATION A MINIMUM OF 2-5% V,Ss INJET) FOR A MINIMUM
DISTANCE OF 5 0 FROM FOUNDATION FINISHED EDGE.
MAINTAINING POSTIVE SURFACE DRAINAGE THROUGHOUTTLE LIFE OFTHE STRUCTURE IS ESSENTIAL.
FINAL GRADES SHALL HAVE POSITIVE DRAINAGE SLOPING AWAY FROM FOUNDATION. A MINIMUM OF 6" CLEARANCE
BETWEEN TOP OF SLAB AND/OR BRICK LEDGE AND SOIL SURFACE SHALL BE MAINTAINED.
3. BEAM TRENCHES SHALL BE CLEAN AND FREE OF LOOSE SOIL AND DEBRIS BEAM BOTTOMS MUST BE FOUNDED IN MINIMUM
17 UNDISTURBED SOIL OR PROPERLY COMPACTED PHIL UNLESS PIERS ARE SPECIFIED. BEAM FRENCH BOTTOMS MAY BE
ROUNDED BY TRENCH CUTTING DEVICE. AVERAGE BEAM WIDTH BELOW FOUNDATION SLAB MUST BE EQUAL TO OR GREATER
MAN DESIGN BEAM WIDTH, W, NOTED ON FOUNDATION PLAIN AN THE MINIMUM BEAM WIDTH SHALL NOT BE LESS LEM
95% W"ITOLERANCE /I 5%W1.
4 AT CONTRACTORS OPTION A SAND CUSHION OR THIN LAYER OF SELECT FILL MAY BE USED AS TOP LAYER MR PAD.EXISTING
SOILS MAY BE USED AS LONG AS THEY PRESENT NO HAZARD TO THE POLYETHYLENE VAPOR BARRIER.
5 PROVIDE A MINIMUM I O-MIL VAPOR RETARDER CONFORMING TO ASTM El 745 CLASS A, WITH JOINTS TAPPED NOT LESS
THAN 6 INC IT ES, PLACED BETWEEN ME CONCRETE SLAB AND THE BASE COURSE OR PREPARED SUBGRADE, PER IRC R506.2,2.
UNLESS NOTED OTIFTERWISDREURFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT 41 MAXIMUM INTERVAL. AND
TIED AT ALL INTERSECTIONS TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. S-HOOKS SHALL NOT BE USED AS
TENDON TIES
6, REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT 4 MAXIMUM INTERVAL, AND TIED AT ALL INTERSECTIONS TO
PREVENT MOVEMENT DURING CONCRETE PLACEMENT. S-HOOKS SHALL NOT BE USED AS TENDON TIES.
Z. WHERE DISCREPANCIES BETWEEN FOUNDATION DIMENSIONS AND ARCHITECTURAL PLAINS ME NOTED, ARCHMECTURAL
PLANS SHALL CONTROL.
a. COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. DROPS, INSERTS, SLOPES.
BRICK LEDGES AND RELATED FEMS
IF SOLID ROCK 15 ENCOUNTERED DURING TRENCHING OF BEAMS. BEAM DEPTH MAY BE REDUCED, BUT MUST MAINTAIN A
MINIMUM OF TTSOILCOVER UPON FINAL GRADE
10 PLUMBING LINES SHALL NOT BE LOCATED INSIDE BEAMS, EXCEPT ATOR NEAR PERPENDICULAR CONFIGURATION To BEAMS
11 SAND OR GRAVEL BEDDING MATERIAL FOR UTILITIES SHALL NOT BE USED WITHIN 5- OF FOUNDALON EDGE. A CI -AY PLUG
SHALL BE PROVIDED TO PREVENT WATER INFILTRATION UNDER SLAB.
12 WATER CUTOFF VALVES AND PIPE TRANSITIONS SHALL NOT BE INSTALLED WITHIN 5 -KY OF FOUNDATION EDGE.
13 IRRIGATION SYSTEMS SHALL NOT SPRAY DIRECTLY ON FOUNDATION.
14. SIDEWALKS AND DRIVES SHALL BE GRADED TO SLOPE AWAY FROM FOUNDATION TO ELIMINATE AND PREVENT MINDING OF
WATER.
15 TRE AND SHRUBS SHALL NOT BE LOCATED CLOSER TO FOUNDATION THAN A HORIZONTAL DISTANCE EQUAL TO ROUGHLY
ONE - HALF OF TREE OR SHRUBS MATURE HEIGHT WITHOUT INSTALLATION OF PIERS OR ROOT BARRIER IF IMPRACTICAL, A
DEEPENED EXTERIOR BEAM SHALL BE PROVIDED A MINIMUM DEPTH OF 46'BELOW GRADE, FOR A PERPENDICULAR DISTANCE
EQUALTO ROUGHLY ONE HALF OF TREE OR SHRUB'S MATURE HEIGHT.
16 LANDSCAPING SHALL NOT AFFECT FINAL GRADE. EXCAVATION OF SOILS ADJACENT TO FOUNDATION MR PURPOSE OF
LANDSCAPING 15 PROHIBITED LANDSCAPING SHALL BE PLACED ON TOP OF FINAL GRADE. SOLID LANDSCAPE EDGING
SHALL NOT BE USED.
LIMITATION:
• NO GIECTECHNICALL REPORT WAS PROVIDED. THE FOUNDATION DESIGN IS BASED ON ASSUMED SOIL CONDMONS SOIL
PREPARATION. VERIFICATION OF SOIL CONDITIONS, AND FOUNDATION PERFORMANCE ARE THE RESPONSIBILITY OF THE
CONTRACTOR, THE ENGINEER ASSUMES NO LIABILITY FOR SOIL CONDITIONS OR FOUNDATION PERFORMANCE.
• THE ENGINEER'S SCOPE OF WORK 15 LIMITED SOLELY TO THE DESIGN OF THE PATIO ADDITION METAL FRAMING AND
SUPPORTING
U PPOR ING FOOTINGS. ME SLAB M IS SPECIFICALLY EXCLUDED FROM THE SCOPE Of WORK. E ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE EXISTING SLAB OR ANY OTHER EXISTING CONDITTONS, NOR MR ANY EXISTING OR FUTURE
STRUCTURAL DEFICIENCIES, MOVEMENT, OR DISTRESS.
1. ALL DIMENSIONS SHALL BE VERIFIED AND APPROVED BY CONTRACTOR BEFORE STARTING CONSTRUCTION.
2. IF ANY COLUMN, BEAM OR SLAB at= AS IS DRAWN IN THE PROPOSED PLAIN, CONTRACTOR SHOULD CHECK THE
MINIMUM PRODUCT THAT ARE REQUIRED AS THE TABLES.
CONCRETE DESIGNS
A. REFER TO THE LATEST 2021 IRC EDITION FOR BUILDING CODE REQUIREMENTS.
8 CONCRETE SHALL BE 3300 PSI AT 28 DAYS.
C. ALL REINFORCING STEEL SIZE #4 OR ABOVE SHALL BE GRADE 60.
D. ALL REBAR DETAILING SHALL BE DONE IN ACCORDANCE WITH ACI 318-19122) GRADE 60.
E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION,
F. PR VIDE A 1 0-MIL POLYETHYLENE MOISTURE BARRIER BENEATH THE FOUNDATION.
G.
ENGINEER ASSUMES NO RESPONSIBILITY FOR INSPECTIONS. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS SPECIFICALLY
IT SWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS
SHOWN FOR SIMILAR CONDITIONS.
H. EXISTING FOUNDATION WAS NOT INSPECTED. I CANNOT ASSUME ANY LIABILITY OR RESPONSIBILITY MR FUTURE FOUNDATION
FAILURE.
I IF ANY FOUNDATION FAILURES, SUCH AS CRACKS RESULTING FROM NEW FOUNDATION ATTACHMENT OR WALL REMOVAL.
ARE DEFECTED, PLEASE CONTACT A STRUCTURAL ENGINEER.
A**O,lk
ArtlBuild
monabadan@gmail.com
(972) 878-4383
Civil & Structural
Engineering Consultants
ftcl,ll Efficient Designs
FBI Ishalon Projects
These drawings
and specifications,
wrimpt and design are and shaft
.main the pooperty and copyright of
ArIBuild and shall not be used for
any other work except by Written
agreement with ArtlBuild.
ENGINEER
Mohammad Nabatian, P.E.
SEE S 2DI /N FOR INSPECTOR
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REVISION DATE NO.
0 02-18-2026 Al
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01 PATIO FOUNDATION PLAN
SCALE: %'= 1'' BY'
XESB—
S-101
hftps:llweb.mygov.us/app/#{"page":[{"uri":"/pi/","params":J"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"I},f"uri":"/pi/projects/deta1Is?ld=3491 85&list=all","params":f"container":"#main","c... 3/6
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DESIGN LOADING:
A. GAZEBO ROOF DEAD LOAD .................. 10 ESE
a. GAZEBO ROOF LIVE LOAD ...................... 10 PSF
C. SNOW LOADS .... -- ....................... I5 PSF
D. WIND LOADS ........... CALCULATED AS ASCE7-22
LMATERIAL PROPERTIES:
1. STEELMATERIALSSHALLCONFORM TO THE FOLLOWING GRADES:
STRUCTURAL IHSS) .....-......._. ASTM A500, GR.B (FY=46 KSI]
ALL FLATS AND PLATES ...................... ASTM A36 FY-36 01)
- METAL ROOF ............................._..... ASTM A792, AZ50 OR AZ55
2, ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC"CODE
OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES:'
3. ALL WELDED CONNECTIONS SHALL COMPLY WITH AWS DI.1'STRUCTURAL WELDING CODE STEED' USING E]OXX WELDING
ELECTRODES UNLESS OTHERWISE SPECIFIED.
4. NO CHANGES IN MEMBER SIZE OR POSITION ARE PERMITTED DURING ERECTION WITHOUT WRITTEN CONSENT FROM THE
ENGINEER OF RECORD.
LIMITATION:
• MY OPINION IS BASED ON BEST PRACTICES; HOWEVER, I CANNOT ASSUME ANY LIABILITY OR RESPONSIBILITY FOR STRUCTURAL
DEFECTS.
LOAD COMBINATIONS (PER ASCE7-22 2A-T 1:
I. D
2. D.I.
3, D+IO.7S OR LRI
4. D+0.75L+0.75(0.75 OR LR)
5. D+O.6 W
6. D+0.75L+0.7510.6Wf+0.75)0.7S OR Lo
7. 0.6D+0.6W
• IF ANY STRUCTURAL MEMBER EXIST AS IS DRAWN IN THE PLAN, CONTRACTOR SHALL CHECK THE MINIMUM PRODUCTS THAT
ARE REQUIRED AS THE TABLE AND DRAWING PLAN
• IF AT THE END OF ME BEAM.THERE 15 NO COLUMN IN THE DRAWING PLAN, USE ME TABLE COLUMN.
• NOTE LENGTH MUST BE VERIFIED AND APPROVED BY CONTRACTOR.
MEMBERSSCHEDULE
ID MEMBER MATERIAL COLUMN
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ArtlBuild
monabadan@gmaiLcom
(972) 878-4383
Civil & Structural
Engineering Consultants
Highly Efficient Designs
FBI CBnstructlon Projects
These drawings and specifications,
concept and design are and shop
remain the property and copyright of
ArtlBuild and shall not be used for
any other Work except by written
agreement with ArtlBuild.
ENGINEER
Mohammad Nabatian, P.E.
INSPECTOR
ATTENTION
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CONTRACTOR SHALL VERIFY ALL CONNECTION DETAILS, AND IF ANY ISSUES ARE ENCOUNTERED DURING FABRICATION,
OPENINGS
THEY SHALL IMMEDIATELY CONTACT THE STRUCTURAL ENGINEER AND FOR ANYAWI MODIFICATIONS, INCLUDING OPENINGS
EN RELOCATING ELEMENTS, OR IF YOU HAVE ANY QUESTION ABOUT THE DRAWINGS, PLEASE CONTACT THE STRUCTURAL
ENGINEER LASTED BELOW:
Mohammad Nabaudn
(972) 878-7383
nabauan Agnn.11—nn Artl Bu i I
ALTERATIONS MADE WITHOUT CONSULTATION MAY COMPROMISE STRUCTURAL INTEGRITY AND SAFETY OF THE BUILDING, monabadan@gmall.com
(972) 878-4383
ANCHOR BOLT '" WITH END WASHER PLATE
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FROM ANCHOR BOLT) 6-#5 BOT V. \`�,/ These drawings and specifications,
b. 1r remain the pmpeny and copyright rArtlBund antl shall nol be used forany other work except by Written
agreement with ArtlBuild.
ENGINEER
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ArtlBuild
monabadan@gmail.com
(972) 878-4383
Civil & Structural
Engineering Consultants
Highly Efficient Designs
For Canstmctlan ProJeds
These drawings and specifications,
concept and design and shall
remain the property and copyright of
Artlau Id and sh d not be used for
any other work a cept by written
agreement with ArtlBuild.
ENGINEER
Mohammad Nabatian, P.E.
INSPECTOR
ATTENTION
REVISION DATE NO.
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9112 tt Jq. Y)ass i EVINRUDE DR
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1. EROSION CONTROL REQUIRED SMORE CONSTRUCTION STARTS.
2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN
EASEMENT WITHOUT PRIOR APPROVAL.
3. MAINTAIN CURRENT DRAINAGE PATTERN.
4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL.
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How to uet a Lot Drainai=-e "GREEN -TAG" for final storm water drainaee
tsociated with House. Pool, R Commercial Construction Proiects (seow h.,zuo7)
STEP I - Ensure your site is properly graded and drains as indicated on the approved plan
STEP ? - Stabilize your site and install final cover (grass: stone. landscaping, etc.) Or
structural BNfP's before you call in for a "Final Drainage Inspection.
• STEP 3 - Call & request "Final Drainage Inspection' minimum of 72 hours (3 days) prior
to the overall "Final" being requested for the site. Call (817.410-3010) to request
inspection.
Projects MUST be stabilized through the installation of final cover or BMP's before they will
be approved and a "GREEN -TAG" issued Final cover shall consist of landscaping to prevent
erosion and discharge of sediment from the site. Typically. grass and/or stone landscaping is
used its final cover. As an option to final cover. BMP's may be used to prevent erosion and
discharge of sediment from the site All BMP's must be selected, installed, and maintained in
accordance with specifications to ensure proper function As a general rule. 70% of the site
must have final cover.
The Public Works Environmental Services Division (817-410-3333) is responsible for
inspecting storm water drainage for lot and pool. The Public Works Engineering Division 181 7-
410-3143) is responsible for the storm water drainage design and specifications for lot and pool.
Environmental Services will conduct a field inspection to compare and evaluate the "as -built"
site against the plan and specifications If the prgject is not built in accordance with the plans
and specifications it will be denied and "RED -TAGGED.- The "RED -TAG" shall serve as a
Notice of Violation (NOV) and the Responsible Party shall have 48 hours to address the
concerns. A second "Recall" inspection will be conducted after 48 hours or sooner at the
request of the Responsible Party. If the site is in compliance a "GREEN -TAG- will be issued
and the site will be released,approved. If the site is "RED -TAGGED" for the second time a
written NOV will be issued and the Responsible Party will be charged a fee.
What is a BMP7 A Best Management Practice (BMP) is a method or combination of methods
used by the builder to manage and prevent unauthonzed discharge of storm water. Some
examples of Structural BMP's may include, but may not be limited: silt fence. Curlex, erosion
control blankets, compost socks, rock rip rap. compost, mulch, waddle's, etc.
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