HomeMy WebLinkAbout1986-0258A
Application For PLUMBING Permit
PERMIT NO. Z -3 o t BLDG. PERMIT NO.'!y <0
)" � - 4g� 0 DATE 19
OWNER 'C? f.- -_--4
E S S&2 ��S CONTRACTOR Lap43
tA
ADDR ADDRESSP 0
CITY & STATE 0aQ0v i ne. 9 CITY ST & ZIP -,14m, � 17
PHONE NO. 4 PHONE NO.
JOB ADDRESS: STREET # STREET_T_ 1(y, 6e
DESCRIPTION OF WORK
$10.00 PERMIT ISSUING FEE ........................................... $10.00
$ 4.50 SUPPLEMENTAL PERMIT ..........................................
SINGLE FAMILY RESIDENCE
$41.00 ONE BATH .......................................................
$53.00 TWO BATH ....................................................... .
$77.00 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, ALTFRTATION 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 THE INFORMATION HEREIN SET FORTH AND
IN COMPLIANti WITIJ-,"THE/C I ITY-,OF GRAPE
�V
�&DES REGULATING PLUMBING CODES.
SIGNED:
OWNER OR CONTRACTOR
PERMIT NO.
CITY & SZ
PHONE NO.
BLDG. PERMIT NO..
JOB ADDRESS: STREET #,p'
e�E5 STREET
DESCRIPTION OF WOW
CONTRACTOR
ADDRESS
CITY ST.&Z
PHONE NO.
19
PERMIT ISSUING FEE...............................................$10.00 1 S,
SUPPLEMENTAL PERMIT ..............................................$ 3.00
Quantity HEAT APPL. INCLUDING DUCTS/VENTS
CAPACITY TO AND INCLUDING 100,000 BTU H .................$ 6.00
OVER 100,000 BTU/H AND INCLUDING 400,000 BTU/H..........$ 7.50
1 ... a, • r �Ir/ M r 211"iih
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
OVER 3 HORSEPOWER AND INCLUDING 15 HORSEPOWER; OR EACH
ABSORPTION SYSTEM OVER 100,000 BTU/H AND INCLUDING
500,000 BTU/H..................... ..s..$11.00f ,
OVER 15 HORSEPOWER AND INCLUDING 30HORSEPOWER,OREACH
ABSORPTION SYSTEM OVER 500,000 BTU/H AND INC'.LUDING
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..........................................$37.50
COMMERCIAL HOOD EXHAUST
KITCHEN GREASE HOOD TYPE I ...............................$ 4.50
GENERAL KITCHEN HOOD, COLLECTION OF STEAM, VAPOR,
SMOKE, HEAT OR ODORS .....................................$ 4.50
MISCELLANEOUS
EVAPORATIVE COOLER OTHER THAN PORTABLE TYPE .............$ 4.50
INSTALLATION OR RELOCATION OF EACH COMMMUCAL OR
INDUSTRIAL—TYPE INCINERATOR..............................$30.00
INSTALLATION OR RELOCATION OF EACH DOMESTIC—TYPE
INCINERATOR..............................................$ 7.50
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HEREBY CERTIFY THAT THE FOREGOING• • • TO THE BEST OF 1 KNOWLEDGE AND THAT
THE SAID WORK WILL BE DONE IN CONFORMANCE1 INFORMATION HE1• i ••TAND
IN COMPLIANCE1 OF • •EVINE CODES REGULATING DEEHANICAL• r
SIGNED:
OWNER OR CONTRACTOR
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Design of this foundation is based upon,
1)d s' n andConstruction pet-Tp� c � � � MIN
A
FIN' I r'slr„arrtg '77 A7
AmerTon g r a” ` e tht u fe',
MATERIALS:
1) All post-tensionin tendons and anchorages shall form to
trE r lair me its teas ,densionira �° �� � �' i tions
sion,
s, ostliensioni&g C8
2) Tendons shall be fabricated from 112" diameter, 270 ksi strand
in accordance with Sa M A-416, , Ter don s shall r eased and
plastic sheathed nd anchored ff 9 kiPs,
l Concrete shall have a minimum compressive strength � of
psi
at 28 drays and a minimum f 200 psiat thetimeoda toning
Slob should be stressed within1
0 days,
s All nv_ ,�tas�isl reinforcing bars��a> ,, intermediate grade
rack conform toASTM 615-40
CONSTRUCTION:
;Tq^y
1) Site, sraia r rade, concrete an curing shall con rm to the
provisions of chapter T of ACI 302:69, r com-P nded practice
for concrete floor and slab construction,
l Site gnarlirig and drainage around the foundation shall e
maintained at all times in such a r ua-ara r that sasr pace or ground
water will not collect rand r the adjacent slob,
3 All .ill shall lace In accordance wi h l K A, data sheep:
and compacted to 9 proctor density.
r
) 'm trenches
rpnChRsall . Mclean
.yan P r Plan,
-.......: K
5) Seam bottoms must be founded In at least 6" of undisturbedsail
r properly compactedfill,
Piers may be used only if they r specifically show In the
design, Site conditions that indicate Piers moy be r ulr d
should be brought o the attention of the a i maser , �
j `4" 981niidS�am s nd Mayer shall placed under *¢..ell �$e loW
l There should be a layer of 4 r a k or 6 rrai l , Poly with
lapped Joints between the saran and tae slob,
9) Construction joints are not permittedunless shown In hplan,
10) Tendons and bars rc.. si ?a 3. be supported on chairs spaced aV4 foot
Intervals, mane€3..m and tied at all intersections to Prevent
movement (luring conc rplacement,
a, t
1 q Trenches t eF , @ ,L, t o E..,�, € Lb i d? ptp � lines should i f` located directly
under �� � �,. , r� t .F r ..... t� .m, �...� �, ^�.. _FY..; ..w ea n beams a.> n d: cross at right on g „F, ;,a :.s�
under beasmi,
..� Concrete shall „l be well consolidated around tendon anchorages,
verify13)
Cont a c f o r s h a,4 �, all dimensions and conditions I n e
field prior to construction, Notify engineer of any discrepancies,
14) Where there are discrepancies
zrh e -an i s betwee
slab dimensions nid The
architectural plans. the architectural Plans shall control,
1 ) Coordinate structural drawings with architectural and mecharical
drawings for all openings, drops, inserts and related Items'.
16) Upon co l et io a of the final gradin , all beams sell hove a
minimum Soil cover of, 6"
PLAN AND SECTION
NOTES:-
l Not all sections shown will b ppl isabl to each project,
) For �� r�� "W" dimensions, see plan set,
denotes strand supported " chair K ft, minimum OZZ04,11
l cane sections denotes dimension to befound on foundation
r arch'itectural plan,
n,
l Denotes end of strand to be stressed,
l Denotes ctor seated anchor r arae Frei)
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