HomeMy WebLinkAbout1986-023514 q b AV K_*Tffff j" Mil 4 4 LTA
PER4rr NO. mm. P --,r DATE 19
CWNER,
CONTRACTCRCI
ADDRESS_
'j
ADDRESS
CrrY & STATIEL_
CITY'ST & ZIP�4
TIZ A,
PHONE NO. Z;::) C)(, 1 PHONE NO-_,�Y�
JOB ADDRESS: SU= # 0( SMEET
DESCRUITION OF WORK
TyFf_6Z"FWNUy ----------3____FERHTT—rZY-9 ------------
=—R71 ------------------- ------------------
Single-family, duplex, 750 1199
$ 37:50
townhouse new con- > 2Q'O 5,00..,
$ 47.50
struction & additions .... 7_13_5 0.-,-'
$ 57.50
(per unit) 1751 - 2000
$ 62.50
2001 - 2250
$ 67.50
2251 - 3000
$ 72.50
3001 - 3500
$ 77.50
3501 - 4000
$ 82.50
4001 +
$ -90.50
------------------- FEE
Apartments 20,001 - 50:000
$ 45.00 + .029
sq.ft.
50,001 - 100,000
$ 95.00 + .028
sq.ft.
100,001 - 200,000
6 195.00 + .027
sq.ft.
200,001 +
395.00 + .026
sq.ft.
- - - - - --- � '2N-$p_
YN 7 6"6 FEE - - - -
- - - - - - - - - -
officeldrinking/dining 501 100,000
$ 12.00 + .027
sq.ft.
educational$assembly 100,001 500,000
$ 412.00 + .023
sq.ft.
institutional 500,001 +
$ 912:000 + .022
sq.ft.
T V7. 1i R —, R — T !� R Z T j; T —:i -6 Z;;W'9 T ------FEE - - - -
- - - - - - - - - -
retail,wholesale,garages 501 - 5,000
$ 125:00 + .010
sq.ft.
factories,workshops, 5,001 - 100,000
$ 30.00 + .009
sq.ft.
service stations. 100,001 - 5000000-
$ 230-00 + .007
sq.ft.
500,001 +
$1230.5'0 + .005
sq.ft.
------------------------ FEE
V. Any occupancy 60 - 500 $25.00
group,alterations. 501 - 1,500 $30.00
Shell completions 1,501 - 3,000 $38.00
3,001 - 5,000 $48.00
5,001 - 50,000 x .00578 + $20.00
50,000 - 100,000 x .00462 + $78.00
100,001 - 500,000 x .00347 + $193.00
500,001 + x .00231 + $773.00
- --7--50---
---------------------------------------------------- FEE -----G
VI. MOBILE HOME SERVICE $25.00 FEE
- - - - - - - - - - - - - - -
TEMPORARY POLE SERVICE $25.00 FEE
I HEREBY CERTIFY THAT THE FOREGOING IS- CORRECT TO THE BEST OF MY
KNOWLEDGE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE
INFORMATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE CITY OF
GRAPEVINE CODES REGULA NG ELECTRICAL CODES.
-0
SIGNED.
.1714"S' a AOR I sTION OF
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APPILICATION FOR PAECHAIUCAL
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PCOM, i> ' 2R^r 44SUSPENDED
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INSTALLATION OR RErMATICN OF EACH BOILER, ZSOR,
OR LAai ABSIDIsRPTIQN ILIM
�''N ..B..LVCLUTDIXJ S`L�AC"'v�a`v.
" Y. IN 10,000 E?U/ ..... .x..< ..a$ .00
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+ 'i t
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, ,�s... k, ' 'I'm a� CX� .' l 1'e�,i �r�l" —500,000 n ",^ti
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1 " 50 Ifo %�°�R CSR � ' (, TIO 's'S'JU j O
�,ate.•... . .,�, �.750l 000 BW/ll .............. saa.maaeaa.m as m..va. mea. a. ma$"37.50
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GENERAL KIMEN HOOD, ,dICT10a0 OF rE , '� R,
.1714"S' a AOR I sTION OF
I STALIATM4 OR REWCATI(Dtl OF
.vi CIN bide . . . . . x . . . . . .. .
... .... ... ... ..... M.00
.........................
7. 50
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SLAB S L A6 D SLA
R AND fSTRAND STRAND,,
M.��
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DRAPE
RE Q ` D 6" R D 6 0R
LESS LESS
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STRAND
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WALL SLAB SLAB_
1 .,VARIES
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,,,ANCF40RS TO BE PLACED S SHOWN
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FOR
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STRANDDRAPED
NAIL
INTERIOR
C'C''RO i --A^� ^f t.
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MATERIALS. Designed beam sizes, beams spacing, strand' quantities and strand spacings ho are
,
minimum r_ ds -F.needed. rt <, � 11�i,;s�� t.r€ system adequately erxorrin
1. Pre5tressing steel supphad by SUNCOAT POSTENS1 ON shall be 11'"diar t r i,
sevencon
sir tr�r��lgrease���plasticsheathing. ���• �� in accordance with is not to ollminate soil jwith .��i,�,rrrr�.�ar listed t�. areferenced publication.�
a
C`
o that
. . T .M. �1 -,and shall beeanchored at'2. lei s - Hitl �" nfi l r�-oveme r will not cause unreasonable bl distress -
for16�����r�����,t'����,�EI<r€�a��ri�r����i���c3���t��E,"�r 1Guide Specifications
for Post Tensioning Met ri l ," INSTALLATION
All concrete shalt have a min.1mum orn r K rv-e-, strength of 2500 pIsJ, at 28 days, Strands a
required
. shall installed .rBrsr�� �iF below required��
p.�4. concrete .
tllrry ���„��� i1��. r' �r fry until concretestrength irrirrurroaI am c h ot. ,
. _ . of slab and a mininimor '° away from Pit corx� .<a..
L n L ,
.' s3 �� r�ti�rar rasr��ot �ar� r`"tl re`.dr t, .ar .: �r�� loll s� rrfrr� cry .1'.�xs �. r�br��t�.arra'�r�g�t�r€�t�x,��,.���rsx:��;��,�t �g..��t,s�nt � r
15-4 pasty: from entering Inst dgeet came.!: ,2-2-0 D nailA are recornr rr . Fixed ancliors
r _ _� RUC
lid uid, attsi t`sad with 314-” cf r nce from form board.
., Plastic Sheathing mt.,i . be strip
pan a max.r-n u.a, of Fbehind lie and anchor asernbly,
1, bs mustextend €r� �r��r s� Cr properly �r��_ E€l. �t �E pths 4� Strw.am u_t ti,'ied al a., rrsttl .rs starting at fixed endanchors workmg toward
five
,
may be, sloped -3' increased t'Zs m+:Imm of24" without additional i°$�:.�r§orcinmeet the .ndo m-ostack and all _Inate, ,excess lye d1spil4,4n. x dtming pour, Use of catheadsS
undisturbed soil r e l-rent . are. tion i.
2, €l fill must bxr€ tbo 95% f standard proctor density .�.�.�e_ 9r�r�.r��, All strandsand bars shall � ���€on c���� �t to exceed 4'- O.Cr .W.
,
to FHA sheet 79G.
GENERAL
. Partial pierin-9 of foundations is not permifted. If pier ;deign is required, it should be
brought
ru„Q totgaft entiSry of Sq §.NSPOST
TaINIi.✓ry r t4start
CJ construction. . x., The von , Gctri. i required
TuEred to coordinate
^Y3in9tpthe Post {P.,Pwi.On foundation plan ai
t a z
. All, ts f..grading
rain. �tl rr. using rornon-capillary material. P:c ,S-::•,r�ctura£! er. r.i.gs
f� offsets,drops,
rof, p rid inserted it rr. . F� rtractor shall
.. vx...m..,4e
,
. Site grading _ rr4iroijntiiefo_d.tion shall be ar�taineat ail times r ��tverify i � ; ., . _te��conditions before COnStrUoti on of slab,
sr?r t�. surface��fb. r�r���r rt�����r. �2. C.rtrtr is required t
contact SUNCOAST POSTENSION within, 48 hours of pour t
o
con'tractor is resooll"'ible to advise le�r�f���r,funtInm#ntCn_ r;. insure proper scheduling
of sas€.sInoperations.
Moisture content shou.ld be kept consistsrit and proper efr'ainae away afrom slab is 3, A minimum of 3 days notice is required ,nordering materials as well as detailing of plat -is,
required,
. Trenches- for deep plumbinglines should not be located directly under poems,
i. Id plastic steavc-, is darnaged and the strand is exposed for more than 6 In,, it should be NOTE: T his design is the exclusive propertySUCOAST POSTENSION,
repaired to prevent bondng ofconcre-1:6to tendon -12" exposed at dead end is acceptable, All materials shown on this drawing are, to he supplied exclusiveryt"
8. Concrete mut be well consolicliated around all anchors to avoidbearino failures at SUNCOAST POSTE IO . Any deviation from the design and specifi-
stressing. cations or use, of rnaterials by others will void all responsibility of
. Adrnixtures should not contain n chemicals in quantity that may have harmful affect an .1 UNCOAS . POSTENSIO
the r trassin steel or cement. Chl rldes, sulphites and nitrates should not be, used.
10. Streesftpocketsshould be grouted within 7. s of the final
stressing opratrn t
pree corrosion rat x a r& f the anchor and wedge assenibty.t J C H E D
_ ,4 ��
BEAM WIDTH D. � REMARKS
��
1s The post tunsion of this foundation structure has been elua - usingacceptable _
X.... 3 __
r'i rrrrlxl r�'t6P;�r3 rt'lr�a 3t9�,tfw l€3I,��. recommendations � bythe
''. i�,..<..:�....::a..e....�.s...«....�....:. ;..m�.�-�.... ,. �.e:,-.-�..-�-..... _..,,., .._ a, .......a--,.,. ....n...e..ew.am...»<.<..<,. da. a....e.......e.e..:.....�.�.<......em»...ev.<.......®<«�a,,.<�.�.v2...dr:.�<ss«w,viv,wuvaacRauA.
Post TensiaNiing Insfibute
In their publication
Dvesin and ConstrUction of
Post Tensioned ou: x .�" + ViSlabs o Ground, first Edition,1980, ..
•.�'Sa�.�"F5. YnKia"�`1�.:`�c:(°a�'2£A`�`t��,,�crf,Ri&s�`�,�,. mz. ��^ 3. y ,uS.
2 r
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d.tbF' t
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((£.
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{
i
STRANDDRAPED
NAIL
INTERIOR
C'C''RO i --A^� ^f t.
x
{
MATERIALS. Designed beam sizes, beams spacing, strand' quantities and strand spacings ho are
,
minimum r_ ds -F.needed. rt <, � 11�i,;s�� t.r€ system adequately erxorrin
1. Pre5tressing steel supphad by SUNCOAT POSTENS1 ON shall be 11'"diar t r i,
sevencon
sir tr�r��lgrease���plasticsheathing. ���• �� in accordance with is not to ollminate soil jwith .��i,�,rrrr�.�ar listed t�. areferenced publication.�
a
C`
o that
. . T .M. �1 -,and shall beeanchored at'2. lei s - Hitl �" nfi l r�-oveme r will not cause unreasonable bl distress -
for16�����r�����,t'����,�EI<r€�a��ri�r����i���c3���t��E,"�r 1Guide Specifications
for Post Tensioning Met ri l ," INSTALLATION
All concrete shalt have a min.1mum orn r K rv-e-, strength of 2500 pIsJ, at 28 days, Strands a
required
. shall installed .rBrsr�� �iF below required��
p.�4. concrete .
tllrry ���„��� i1��. r' �r fry until concretestrength irrirrurroaI am c h ot. ,
. _ . of slab and a mininimor '° away from Pit corx� .<a..
L n L ,
.' s3 �� r�ti�rar rasr��ot �ar� r`"tl re`.dr t, .ar .: �r�� loll s� rrfrr� cry .1'.�xs �. r�br��t�.arra'�r�g�t�r€�t�x,��,.���rsx:��;��,�t �g..��t,s�nt � r
15-4 pasty: from entering Inst dgeet came.!: ,2-2-0 D nailA are recornr rr . Fixed ancliors
r _ _� RUC
lid uid, attsi t`sad with 314-” cf r nce from form board.
., Plastic Sheathing mt.,i . be strip
pan a max.r-n u.a, of Fbehind lie and anchor asernbly,
1, bs mustextend €r� �r��r s� Cr properly �r��_ E€l. �t �E pths 4� Strw.am u_t ti,'ied al a., rrsttl .rs starting at fixed endanchors workmg toward
five
,
may be, sloped -3' increased t'Zs m+:Imm of24" without additional i°$�:.�r§orcinmeet the .ndo m-ostack and all _Inate, ,excess lye d1spil4,4n. x dtming pour, Use of catheadsS
undisturbed soil r e l-rent . are. tion i.
2, €l fill must bxr€ tbo 95% f standard proctor density .�.�.�e_ 9r�r�.r��, All strandsand bars shall � ���€on c���� �t to exceed 4'- O.Cr .W.
,
to FHA sheet 79G.
GENERAL
. Partial pierin-9 of foundations is not permifted. If pier ;deign is required, it should be
brought
ru„Q totgaft entiSry of Sq §.NSPOST
TaINIi.✓ry r t4start
CJ construction. . x., The von , Gctri. i required
TuEred to coordinate
^Y3in9tpthe Post {P.,Pwi.On foundation plan ai
t a z
. All, ts f..grading
rain. �tl rr. using rornon-capillary material. P:c ,S-::•,r�ctura£! er. r.i.gs
f� offsets,drops,
rof, p rid inserted it rr. . F� rtractor shall
.. vx...m..,4e
,
. Site grading _ rr4iroijntiiefo_d.tion shall be ar�taineat ail times r ��tverify i � ; ., . _te��conditions before COnStrUoti on of slab,
sr?r t�. surface��fb. r�r���r rt�����r. �2. C.rtrtr is required t
contact SUNCOAST POSTENSION within, 48 hours of pour t
o
con'tractor is resooll"'ible to advise le�r�f���r,funtInm#ntCn_ r;. insure proper scheduling
of sas€.sInoperations.
Moisture content shou.ld be kept consistsrit and proper efr'ainae away afrom slab is 3, A minimum of 3 days notice is required ,nordering materials as well as detailing of plat -is,
required,
. Trenches- for deep plumbinglines should not be located directly under poems,
i. Id plastic steavc-, is darnaged and the strand is exposed for more than 6 In,, it should be NOTE: T his design is the exclusive propertySUCOAST POSTENSION,
repaired to prevent bondng ofconcre-1:6to tendon -12" exposed at dead end is acceptable, All materials shown on this drawing are, to he supplied exclusiveryt"
8. Concrete mut be well consolicliated around all anchors to avoidbearino failures at SUNCOAST POSTE IO . Any deviation from the design and specifi-
stressing. cations or use, of rnaterials by others will void all responsibility of
. Adrnixtures should not contain n chemicals in quantity that may have harmful affect an .1 UNCOAS . POSTENSIO
the r trassin steel or cement. Chl rldes, sulphites and nitrates should not be, used.
10. Streesftpocketsshould be grouted within 7. s of the final
stressing opratrn t
pree corrosion rat x a r& f the anchor and wedge assenibty.t J C H E D
_ ,4 ��
BEAM WIDTH D. � REMARKS
��
1s The post tunsion of this foundation structure has been elua - usingacceptable _
X.... 3 __
r'i rrrrlxl r�'t6P;�r3 rt'lr�a 3t9�,tfw l€3I,��. recommendations � bythe
''. i�,..<..:�....::a..e....�.s...«....�....:. ;..m�.�-�.... ,. �.e:,-.-�..-�-..... _..,,., .._ a, .......a--,.,. ....n...e..ew.am...»<.<..<,. da. a....e.......e.e..:.....�.�.<......em»...ev.<.......®<«�a,,.<�.�.v2...dr:.�<ss«w,viv,wuvaacRauA.
Post TensiaNiing Insfibute
In their publication
Dvesin and ConstrUction of
Post Tensioned ou: x .�" + ViSlabs o Ground, first Edition,1980, ..
•.�'Sa�.�"F5. YnKia"�`1�.:`�c:(°a�'2£A`�`t��,,�crf,Ri&s�`�,�,. mz. ��^ 3. y ,uS.
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