HomeMy WebLinkAbout1986-0259CITY OF GRAPEVINE
Application For PLUMBING Permit
PER-9IT NO. � �" 1S DATE 19
BLDG. PERMIT h7O.
OWNER 4_,*"&: CONTRACTO
ADDRESS 6/��
CITY & S ATEd ADDRESS
___ CITY S"I & ZIP
PHONE NO, PHONE NO,
JOB ADDRESS: STREET # STREET
DESCRIPTION OF WORK % f
$10.00 PERMIT ISSUING FSE .......
$ 4.50 SUPPLEMENTAL PERMIT ..... $10.00
SINGLE FAMILY RESIDENCE
$41.00 ONE BATH.....
$53.00 TWO BATH,
577,00 THREE OR MORE BATHS ................
$ 4,00 FOR EACH PLUMBING FIXTURE OR TRAP,,,,,,,
$ 5,00 FOR EACH SEWER SERVICE.,.,,,,
$ 8.00 INDUSTRIAL WASTE PRETREATMENT INTERCEPTOR, EXCEPTING
GREASE INTERCEPTORS FUNCTIONING AS FIXTURE TRAPS,,,,,, .
$ 2.00 INSTALLATION, ALTERATION OR REPAIR OF WATER PIPING___
$ 2.00 EACH FIXTURE REPAIR OR ALTERATION OF DRAINAGE AND
VENTPIPING ...................................................
$ 6.00 EACH LAWN SPRINKLER SYSTEM ON ANY ONE METER INCLUDING
BACKFLOW PROTECTION DEVICES.,,,,,,,
$ 5.00 FOR 1 TO 5 ATMOSPHERIC -TYPE VACUUM BREAKERS.........
1,00 EACH ATMOSPHERIC -TYPE VACUUM BREAKERS OVER FIVE
$ 5.00 EACH BACKFLOW PROTECTIVE DEVICE OTHER THAN ATMOSPHERIC -
TYPE VACUUM BREAKERS 2 INCHES AND SMALLER,,,,,,
$10.00 EACH BACKFLOW PROTECTIVE DEVICE OTHER THAN ATMOSPHERIC -
TYPE VACUUM BREAKERS OVER 2 INCHES.....
.......................
$ 2.00 EACH GAS PIPING SYSTEM 1 TO 4 OUTLETS ..................
$ 50 PER OUTLET GAS PIPING SYSTEM 5 OR MORE OUTLETS....,
$ 5,00 FOR EACH WATER HEATER......
..................................
TOTAL FEE
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT
THE SAID WORK_ WILL BE,DONE IN CONFORMANCE -WITH THE INFORMATION HEREIN SET FORTH AND
IN COMPLIA7WITH/� T E C I;'�Y 7 GRAPEYT-N- ODES REGULATING PLUMBING CODES.
I
SIGNED:
OWNER OR CONTRACTOR
Q' C�
PERMIT NO.
BLDG. PERMI'C NO. 0 ` I
DATE 19 O
C7WNE�2 CONTMIIC.TOR
ADDRESS ADDRESS �� f
CITY & STATE CITY ST.&ZIP
PHONE NO. PHONE NO. c
JOB ADDRESS: STREET C STREET
DESCRIPTION OF WORK
PERMIT ISSUING FEE ................................ .$10.00 101 0
SUPPLIIETTAL PERMIT.......
.......................................$ 3.00
Quantity HEAT ADPL. INCLUDING DUCTS/VENrSe......$ 6.Oa�
j CAPACITY TO AND INCLUDING 100,000 BTU H.
OVER 100,000 BTU/H AND INCLUDING 400,000 BTU/H..........$ 7.50
HEATING APPLIANCES NON—DUCTED/INCLUDING VENT
ROOM, WALL, FLOOR FURNACE, SUSPENDED .....................$ 6.00
INSTALLATION OR RELOCATION OF EACH BOILER, COMPRESSOR,
OR EACH ABSORPTION SYSTEM
UP TO AND INCLUDING 3 HORSEPOWER OR EACH ABSORPTION
SYSTEM TO AND INCLUDING 100,000 BTU/H....................$ 6.00 G
OVER 3 HORSEPOWER AND INCEMING 15 HORSEPOWER' OR EACH
ABSORPTION SYSTEM OVER 100,000 BTU/H AND INCLUDING
500,000 BTU/H........ $ 1
.. 00 1 .
OVER 15 HORSE AND INCLUDING 30 HORSEPOWER, OR EACH
ABSORPTION SYSTEM OVER 500,000 BTU/H AND INCLUDING
1,000,000 BTU/H..... .$15.00
OVER 30 HORSEPOWER AND INCLUDING 50 HORSEPOWER OR EACH
ABSORPTION SYSTEM OVER 1,000,000 BTU/H AND INCLUDING
1,750,000 BTU/H..........................................$22.50
OVER 50 HORSEPOWER OR EACH ABSORPTION SYSTEM OVER
1,750,000 BTU/H..........................................$37.50
COrMERCIAL HOOD EXHAUST
KITCHEN GREASE HOOD TYPE I ...............................$ 4.50
GE'NE'RAL KITCHEN HOOD, COLLECTION OF STEAM, VAPOR,
SMOKE, HEAT OR ODORS .....................................$ 4.50
MISCELLANEOUS
EVAPORATIVE COOLER OTTER 'THAN PORTABLE TYPE .............$ 4.50
INSTALLATION OR RELLOCATION OF EACH CON1MEROCAL OR
INDUSTPJAL—TYPE INCINERATOR..............................$30.00
INSTALLATION OR RELOCATION OF EACH DOMESTIC—TYPE
INCINERATOR ..............................................$ 7.50
TOTAL FEE ...........$
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF 245.' KNOWLEDGE AND THAT
THE SAID WpRK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND
IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING MECHANICAL CODES.
SIGNED:
OWNER OR CONTRACTOR
----------------
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19
DES I k� a
Design of this foundation Is based upon:
I" L Dpq and Cons ru on gf
e_ n _aJoned alabs Qn Grp�nd,
osi,
ens on
2) Rt i J I d J no Qndp Re u IP ts for ReIMord Concrete 318-77,
—e
lm -r-1 —to n orae re!hsTrf 67 e
MATERIALS:
1) All post-tensionin? tendons and an,ch�orages shall conform to
he requirements a the Po yg�n a?-'s'f x'_ L07'
t ... n n
10 s 44*e N 1
f a i Las L -_T g mi m Lo a _V_ L �-, a s- , - ens s a n n g n J
2) Tendons shall be fabricated from 1/2" diameter, 270 ks! strand
in accordance with ASTM A-416, Tendons shall be greased and
W I F",p lastic sheathed and anchored at 28.9 kips,
44 z cc>eo
3) Concrete shall have a minimum com,
vressive strength of 3000 psi
at 28 days and a minimum of 2000 psiot the time of tensioning.
A F PI -00 KI Slab should be stressed within 7 to 10 days,
4l All conventional reinforcisig bars shall be intermediate grade
and conform to ASTM A615-40
CONSTRUCT ION:
1) Site, sub rade, concrete and curing shell conform to the
provisions or chapter 5 Or ASl 502-69, recommenued practice
for concrete floor and slab construction.
2) Site grading and drainage around the foundation shall be
maintained at all times In such a manner that surface or ground
water will not collect under the adjacent slab®
All fill shall be placed in accordance with FXA, data sheet
'7
79G and compacted to 95% Droctor density,
4) Beam trenches shall be clean per Plan,
5) 8'eambottoms must be founded In at least 6" of undisturbed soil
P.or properly compacted f I I I
6) Piers may be used only if they are specifically shown in the
desi n. Site conditions that Indicate Piers may be required
shoo be brought to the attention of the engineer,
7) A 4" minirmim sand layer shall be placed under all the slabs,
8) There should be a layer of 4 mil, or 6 mil, Poly with
I
lapped joints between the sand and the slab®
9) Construction joints are not oermitted unless shown in the plan,
10) Tendons and bars shall be Supported on chairs spaced at, foot
Intervals, miln'.MUM, and tied at oil intersections to Prevent
movenent during concrete Dlacemnt.
11) Trenches for Pluniblng lines should not be located directly
under b-ecrs, ocate between beams and cross at right wg,les
Or
under bjeom
12) Concrete shoal be well consolidated arouirfd tendon Grichorages,
r
13) ontracto'
shall. verify all dimensions and conditions in the
C
field prior to construction® Notify engineer of any discrepancies,
14) Where there are discre ancies between slab dimensions and -the
architectural, plans,, Ne architectural Wons shall cofttrol,
4
15) Coordinate structural drawings with architectural and mecthqplcal
drawings for, all openings,, drops, Inserts and related 11&n.'
IT o,ding, all beams shall have a
16) Upon comletion of the final r
g�
minimum sot I cover of- 6
W
PLAN AND SECTION NOTES:_
1 ot
all sections shown will be applicable to each project,
N
F a r "' D," & "W" dimensions,, see plan -sheet,
3) denotes strand supported by "',?" chair k'14 ft, minimum, OC,EW,)
4) on sections denotes dimension "Co be found on fo0dation
or architectural plan,
Sf P -,A, U 0 5) Denotes end of strand to be stressed,
6 Y Denotes factory seated anchor (Dead End),
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