HomeMy WebLinkAboutCOMA2010-5607NOV 10 2010
y� DATE OF ISSUANCE:
cI PERMIT #: ! lJ ~ 500
�Ijr BUILDING PERMIT APPLICATION
PLEASE PRINT
JOB ADDRESS: COA4 SUITE
LOT: BLOCK: SUBDIVISIOIy:
BUILDING CONTRACTOR
CURRENT MAILING
CITY /STATE /ZIP:
PROPERTY OWNER:
CURRENT MAILING ADDRESS:
CITY /STATE /ZIP: PHONE NUMBER:
PROJECT VALUE: $ 53619 FIRE SPRINKLERED? YES
DESCRIPTION OF WORK TO BE DONE:
USE OF BUILDING OR STRUCTURE:
NAME OF BUSINESS:
* *Total Square Footage under roof:
Square Footage of alteration/addition:
- NO
❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 & 2 family dwellings)
❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of'any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL /OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPRO ROM THE ROPRIATE STATE AND
OR FEDERAL AGENCY(S)Vu.�h PRINT AME: I Ai SIGNATURE U�
- � j
5 EMAI:
rywru Rnx IF PREFRRRFn TO BE CONTACTED BY E -MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING
INSPECTION DEPARTMENT
Construction Type:
Permit Valuation: $
Setbacks
Approval to Issue
Occupancy Group
Front:
Electrical
Division:
Building Width:
Left:
Plumbing
Zoning:
Building Depth:
Right:
Mechanical
Rear:
Plan Review Approval:
Date:
Water Availability Rate:
Site Plan Approval:
Date:
Sewer Availability Rate:
Fire Department:
Date:
Building Permit Fee:
Public Works Department:
Health Department:
Date:
Date:
Plan Review Fee:
Lot Drainage Fee:
Approved for Permit:
Date:
Total Fees:
Lot Drainage Submitted:
Approved:
Total Amount Due:
NOTCH COUNTERFORT
TO ALLOW ROAD BEAM.
FACE STONE —
2 HORIZONTAL
#4 BARS IF WALL
SUPPORTSFENCE
4 HORIZONTAL #5
BARS EVERY 2' —
4" ADS 3000 DRAIN
WITH CEMENTED
JOINTS EVERY 25' -
REINFORCING
CENTER PIER
UNDER FOOTING
L
ROAD EMBANKMENT MUST BE
PLACED AND FULLY COMPACTED
BEFORE WALL IS BUILT.
NO SHEEP'S FOOT OR OTHER
HEAVY COMPACTION ALLOWED
AFTER WALL IS CONSTRUCTED.
ROAD MUST HAVE OWN DRAINAGE AND MUST
NOT DRAIN ON TO OR UNDER WALL. WHERE
ROAD TOUCHES WALL, INSTALL 18 "x12" BEAM
AT EDGE OF ROAD WITH 345 BARS T&B AND
INSTALL 10'#5 BARS WITH 12" BEND EVERY 12"
IN ROAD IN ADDITION TO NORMAL ROAD
REINFORCING. ROAD MUST SLOPE
10'-1 SLOPE AWAY FROM WALL.
JOINT AT WALL MUST
BE SEALED.
CLAY COUNTERFORT BEHIND
CAP 1
WITH NOTCH FOR BEAM
2.6-4.0'
TEMPORARY SLOPE
CKFILL
6.6-75
7.6'
FULL MORTAR
COUNTERFORT - REQUIRED ON ALL WALLS OVER 4'
ON BACK SIDE
1
I
FRENCH DRAIN WJGRAVEL
75 MAX
7
DOUBLE #4 "U" BAR
1 7
WITH 5' LEGS MUST
1 6'
CONNECT
I
COUNTERFORT PIERS.
T
COMPACTED ROAD
EMBANKMENT
OF Apr,
*• k
GARY ARTHUR OSBORNE
'., 74596
R..
s1ONAL�
GENERAL fly
DESIGN CRITERIA: EFP - 50 PSF; FRICTION - 0.35; SOIL STRENGTH - 700 PSF
ALL WALLS MUST BE INSPECTED
DURING CONSTRUCTION BY THE
ENGINEER OF RECORD.
MATERIALS
1.) ALL MORTAR SHALL BE TYPE'S'
ALL REINFORCING STEEL SHALL BE ASTM GRADE 60
ALL CONCRETE SHALL BE 3,000 PSI AT 28 DAYS, Y -5" SLUMP
2.) STONE - FACE STONE AND PATTERN SHALL BE APPROVED
BY OWNER. STONE RUBBLE SHALL BE 'BRIDGEPORT'
LIMESTONE OR APPROVED EQUIVALENT.
3. BACKFILL - STONE RUBBLE MIXED WITH MOIST NATIVE
CLAY SOIL AND COMPACTED SUFFICIENTLY TO PREVENT
SINKHOLES AND LOW SPOTS.
4.) COMPACTED CLAY - MOIST NATIVE CLAY PLACED AND
COMPACTED T�,f �� �
PER ASTM D -607TH PION TS` M
SJ iVID
_. RAT
DRAI E G U H GHi4�LLt,',_'
AT CO R V G L.
6.) FRENC
TOP IE D S E. to
PERF�T�S L L G AVT
BLANKET MUST BE PLAC V RAC RAINS.
PERFORATEDR 9R,
7.)
9) DRANINSOA OVAN2,SS �N ING.
RATE]
DRAIN LINES ALONG TOP OF WALL WITH 6" INLETS EVERY
15' AND CONNECT TO DRAIN TIES, SLOPE GROUND SURFACE TO
DRAIN INLETS AND CONNECT ALL DOWN SPOUTS DIRECTLY
TO DRAIN LINE WITH SAME BURIED NON - PERFORATED PIPE.
10.) PIER AND COUNTERFORT STEEL MAY BE BUNDLED.
11.) WALL&OVER.5 HIGH SHALL INCLUDE 144 BAR EMBEDDED
HORIZONL% " TVf,,)V4,�,I. AT APPROXIMATELY MID HEIGHT.
I.) THESE SPECIFICATIONS ARE APPLICABLE ONLY FOR THIS SITE 12.) IF ROCK IS EN�QIJ�ILIIy��TI�iC}a�NTO
AND RETAINED HEIGHT (H) SHOWN HEREIN. ROCK IN LIEU )•j • TVJ
2.) TEMPORARY SLOPE - BY BUILDER, AS REQUIRED FOR SAFETY. 13.) ALL WORK MUST COMPLY WITH ACI 318 LATEST VERSION.
TEMPORARY SLOPES IN COMPACTED FILL SHALL BE CONSTRUCTED
"FAT" AND CUT BACK TO REVEAL A FIRM COMPACTED SURFACE.
3.) NO SURCHARGE LOADS ARE ALLOWED. NO SURCHARGE IS
EXPECTED FOR STRUCTURES LOCATED GREATER THAT 1.5 *H
DISTANCE FROM THE RETAINING WALL.
4.) PERIODIC OBSERVATION DURING CONSTRUCTION BY ENGINEER
OF RECORD IS RECOMMENDED.
5.) PERIODIC OBSERVATIONS ARE MADE ONLY TO DEVELOP A
GENERAL OPINION REGARDING THE CONTRACTORS COMPLIANCE
WITH PROJECT SPECIFICATIONS. NO WARRANTY IS PROVIDED.
6.) IF CONDITIONS CHANGE FROM THOSE DESCRIBED HEREIN, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY TO DETERMINE
THE EFFECT, IF ANY, ON THE RETAINING WALL DESIGN.
7.) WALL DESIGN COMPLIES WITH SECTION 1811 OF THE 2003 IBC.
8.) IF BUILDING FOUNDATION ENCROACHES INTO 1.5 *H SETBACK,
THEN PIERS UNDER FOUNDATION TO FIVE FEET BELOW BOTTOM
OF WALL ARE REQUIRED.
9.) HOUSE FOUNDATIONS WITHIN TEN FEET OF WALL MUST HAVE
PIERS INSTALLED UNDER THEIR FOUNDATION REACHING AT LEAST
FIVE FEET DEEPER THAN BOTTOM OF WALL FOOTING.
FOOTING
1.) FIRMLY STAKE OR TIE ALL STEEL @ 24" SPACING WITH #3 BARS.
2.) ALL WALLS SHALL BE BEDDED IN FIRM COMPACTED FILL OR
UNDISTURBED NATIVE SOIL TO THE MINIMUM DEPTH (D)
SPECIFIED ON THE WALL SCHEDULE.
WALL SCHEDULE
HEIGHT (H)
1.0' -25
2.6-4.0'
1 4.1' -55
5.6-6.5
6.6-75
7.6'
COUNTERFORT - REQUIRED ON ALL WALLS OVER 4'
SPACING (s)
--
8'
1 8'
1 7
1 7'
1 6'
PIER STEEL
I --
1 4-#6
5 - #6
6-#6
7-#6
8-#6
WALL FOOTING
WIDTH (B)
20"
24"
28"
32"
36"
40"
44"
STEEL
4 - #4
4 - #5
5 - #5
6 - #5
7 - #5
8 - #5
9 - #5
THICKNESS (D)
8"
9"
10"
12"
14"
16"
18"
WALL PIERS
DEPTH (L)
8'
8'
10'
12'
14'
14'
14'
MAX SPACING
8'
8'
8'
8'
7'
7'
6'
DIAMETER (d)
12"
12"
12"
12"
12"
12"
12"
STEEL
4 - #5
4-#5
4 - #6
5-#6
6 - #6
7 - #6
8-#6
ESCO STONEWORKS
SCHEDULE AND DETAILS
GAYLORD TEXAN POOLHOUSE AND ENTRY GATE
1000 GAYLORD TRAIL - NE ACCESS ROAD ONLY
GRAPEVINE, TX 76051
NOVEMBER 09, 2010
O S B ORNE ENGINEERING
Foundation Doctor, Inc. #F -557
P.O. BOX 292155 LEWISVILLE, TX 75029
FAX: (972) 966 -0288 OFFICE: (972) 318 -8800
RETAINING WALL DETAILS 02
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