HomeMy WebLinkAbout2727 Orlando Dr 08-1597 (ug fire line)CITY OF SANFORD PERMIT APPLICATION V 6'
1
Application # .' .__ . Submittal Date: �
Job A t Value of Work: S c
r
, arcel ID: e'21— :> P — �f`� —
Historic District:
Description of Work: Qi%Y,1,1 Square Footage:
Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire SprinUer /Alarm Er",
Pool ❑ Sign ❑
Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial- # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential ❑ Commercial ❑
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s):
Construction Type: # of Stories: # of Drivelling Units: Flood Zone: (FENLA form required)
............................ .......................... ............................... ...............................
Property Owner: ! Contractor
Address: Address:
Phone: E -mail: Phone: & %F' 2 EEW/State License Number: !���L
Bonding Company: _ A2 f' Mortgage Lender:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
Address:
Phone: O113 Of — V11
f /. J_ 50 W, 7 Fat: �, L/
Fax: 131 j5�� -�3 � E- mai11b
Application is hereby made to obtain a permit to do the wort: and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be perforated to nice* standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to die requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe pro erty of !!erequ� e i of Florida Lien Law, FS 713.
Signature of Owner /Agent Date Signatu ofContractor /Agent s Date
Print Owner /Agent's Name
Signature of Notary -State of Florida Date
Owner /Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING: UTIL
Special Conditions:
Notary-State of Florida Date
1
oa�PU: DEBBIEB"L���f�I�1'
' CO:�IMISSiON # DD629096 V�///
Contractor/ g�pras its fhb nquy5.PKle� SP
Produ eAdlD c�N Fi NotuyDiswmtPSx. c
� \OTC_ - �4S'er✓4'1` -.f —.
FD: ENG: BLDG:
5�1 �
_� C9o5.0o
..r-
H, A P TS E T,L INNOVATHONS, INC.
FIRE PROTECTION
Lic. No.: 31403400012001 13224 E US Hwy 92 Dover, FL 33527
Tel: 813- 759 -8309
Fax: 813- 759 -8329
May 16, 2008 Email: jzhansel@gmaii.com
City of Sanford
300 North Park Avenue
Sanford, Florida 32771
RE: Authorization for Permitting
To Whom It May Concern:
Please accept this letter as authorization for Andrew Streb of Hansel Innovations, Inc. to pickup,
drop off and sign for permits regarding Hansel Innovations, Inc.
If you have any questions, please don't hesitate to contact me.
Sincerely,
Hansel Innovations, Inc.
Fire Protection
Jeffrey Z Hansel
President
JZH/ckp
The foregoing instrument was acknowledged before me this �/b g by Jeffrey Z Hansel who is personally known to
me and who did not take an oath.
l
°C/7L
Notary /
My Commissions Expires:
.Pay a4�
Cindy K. Pearce
Commission # DD355216
Expires October 21, 2008
° °f° ����` Bonded Troy Fain- Insurance. Inc. 500385-7019
DATE:
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407 -392 -2516 - FAX # 407 - 302 -2526
PERMIT #: OS-1597
BUSINESS NAME / PROJECT: V4 /(.tE t /4C C
ADDRESS: 2.7 Z 1 S- C%%Adl 5oL
PHONE NO.: 2813 -7- :3U '� FAX NO.: '2/.3 _ 75 / -�3
CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] . PLANS REVIE
F. A. [ ] F.S. [ ] HOOD � ] PAINT BOOTH [ ] BURN PERMI ]
TENT PERMIT F ] TANK PERMIT [ ] OTHER [ ]
TOTAL FEES; S 7-�--c/D
COMMENTS:
Address / Bldg. # / Unit. #
1.
2.
3.
4.
6.
6.
7.
8.
9.
10.
11
12.
13.
14.
13.
16.
17.
18.
19.
20.
(PER UNIT SEE BELOW)
Square Footage Fees per Bldg. / Unit
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407-
330 -5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that 1
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
C/s
Sanfor ire Pre ntion Division Applicant's Signature
d24`:` j2, "• *r���,��� . `.��u • • •• J• +,k.,' " ..r.,pn'7c. •i�::,;'_� i; • '�... • �' .. ; <;t� �'�Y ")4�r�•:n.:.. •
j+ '� : q.a. '9y.•fk:1P. a. ••��44 yyr. , v }•Lr i:i: ^,T`.�..:
' H��.��i��T:7t';ti',1''�i • `r�� ?yai:t�`14� yr -•. ". • Ii 3':iL::: � i':�7: *: ;.
•: �:r� iii : ,�; :��; i,:S -'�5,: �S. •.a:: •�" vi. -' y'�. ;' (�
?,�5: 1`:';1- y. vA • .,v rdl•.. a _Y ga.�'"r�}.�! b t.,. ..• :!rtP.7:: �j . ,M�� �4�
' . r ' �. ` y fit' �5t •:� M'� .-f ,4 �
,.: :+?'"}• 1 'i':~ ''1:� 'f=ir :•`.;.
��at. 'i• .,i,li,� v'•SI•..�i•._M���LY .: .. s:tI' �y� l
t••
Des.rdpgion
Pipe conforms to ASTM 2241 for standard dimension
ratios: 125 psi pipe - SDR 324; 160 psi pipe - SDR 26;
200 psi pipe - SUR 21, PVC compounds used in thq
extrusion of this pipe meets or exceeds the requirements
of the material section of ASTM D 241,41. Rubber rings
conform to ASTM F 477,
Appliemilio.n;
Rural water, agricultural and turf irrigation pipellnes, The
pressure. rating of the pipe -125 psi, 180 psi, or 20Q
psi — indicates the maxlmurn allowable sustalned pressure
with a long-term 2 to 1 safety factor.
MG-k$ ACvepted Standards
NSF Standard 12
J -M Ring -Tite PVC pipes are manufactured in compliance
with ASTM D2241 for pressure rated pipes.
Deslgnerd for Instaliod -Cost 8MVIngs
Save In h ,9ndting costs, Most sizes can be handled
manually, sd there is no need for costly installation equip-
ment. Use the backhoe for excavating and backfliling only.
Dig more trench, lay pipe faster, save more in costs per foot
installed.
Easy Installation, Products should be installed in accor-
dance with ,! -M Publfoation TR 633A, Ring -Yitem Installa-
tion C-fulde.
Save on fittings and thrust blocks, ,J -M Ring -Tite PVC
pipe can be curved as shown In the table to eliminate many
corners that vvouid'require elbows and bends. The costs of
these Items and labor are saved.
Min. Madii of Curvature
Size (in) tRadlus fleet)
1 th 38
2 50 NOTE. Offsets were calcu-
21/2 63 lated assuming no defleo-
3 75 tlon at the Joint, The bent
4 100 pipe is also assumed to
6 150 form a true arc, i,e„ pipe Is
8 200 curved uniformly through-
10 2$0 out Its length.
12 300
ASTI4t 02241
Tpst
125 psi
160 psi
200 psi
Long Term Pressure Test
1000 hours
2130
340
420
Ouick Term Burst Test
400
500
630
Acetone Immersion Test
A measure of proper fluxing
and preclse temperature
2D min.
20 min.
20 min.
control
Flattening Test
Tests extrusion quality
and ductility under
804a in
601eb in
600/a in
slow
loading conditions.
2=8 min.
2 -6 mitt.
2 -5 min.
U. U
I
544PIPE G PLASTICS, inc,
1JSINCG
ENGINEERING S:P:ECI.FICATIIDNS
MUNICIPAL L dWATER DISTRIBUTION PIPE
Scope: This submittal designates the general requirements for Ua plasdei2ed Polyvinyl Chloride Municipal
Water Pipe from compound witli a cell class 12454 -A, or :12454 -;B as defte�i izt ,A,SIM Standard D-1784,
Pipe: All pzpe shall meet &-e requimneats of AIAVA C -900, UT. 1285 and CSA CAN.3 -a 137.3 Standards. 'Tbz gasketed joint
shall meet the requirements of ASTM D -3139, and the joint gasket shall conform to ASTM F -477. Pipe sh=ill meet the
requirements of NSF S tauda.rds 14 and 61. Pipe shall be furnished in laying lengths of 20' ( +/- I"), Othdr lcagtha may be
available upon request.
]) e p t11 of E n tx y �. 150
M D A
Laying Length ro-� y-
zoo
C-900 Water Pipe Size and Dimensions
Nominal
5170
(inches)
IYletric
(man.)
Pulleusion
Ration
(DR)
.Pressure
'RAilAg
(PSI).
"A" Average
outsJde A.IA>:aeter
(O.D.)
iY11raJ,tnlam
Wall
rylaximuna
O.D.
"L" Dimension
Xeteren.ce **
4
100
25
18*
14
100.
rs-d
21)0
4.806
0.192
5.920
4.500
4.800
0.267 6.055
4.500
4400
0.343 6.220
asap
6
150
z5
18z
14
X90
5
200
6.900
0.276
9.300
6,730
.61900
0.383 SA50
5.750
690D
0.493 8.40
51750
8
200
25
18*
14
100
150
200
91050
0.730
6.750
9.050
0.920
6.750
9.050
1.1.10
6 -750
I10
250
25
18'"
14
108
150
200
11.100
%0."793
.X05
6.750
11.100•
366
6.750
1x.100
.510
6.750
25 1
1.00
13.200
0.528
15.46.5
8 .75 (j
i J2
300
JS
14
150
2t10
13.200
0.733
15.790
8.750
13.200
0.913 16.010 1
8.750
' C5A d: UL approved
t s Depth cl'=Vy line is a TRr.nce dimension and may vary + /- 0.123
AWNVA Polyvinyl Chlcritie (PVC) Pressure Wator Pipa -The AWWA C -900 Standard outlipes requirements fur rigid unp ;azticizra
PVC pipe for potable water transmission mains and for Are protection eysternn. Our pipe mmeta n'etiooal SttnJratlon Fflundotion Standard
40 8: 161 ror plastic piping system eompontnls and related ttaterials rti well as Canadian 5tapdards CAH.3•B 137.3.
� -1l 3421 did vtstrl Road 9609 Old Highwnr 42iS
tl Q Ull) Vesiai, NY IJZ50 Colfaa,NC 27235
500.836-1350 $00. 366.0.149 NSi :d��, UL .
607,129.5331 736.996.2711
m
A'- xu; fll:..(,- iiSy�u '!E+f:+n3gwer,;.iaRrC�.",. . �ciwSty- s:•r,.•_ +5..!•.:;(. +A:1>Sa ° ?,:� F.A%L4i7.ah:.}??s } u.'vu•AJ L1'9Cl :''vw�f;}itLi�•'•iw . ^+.:F17' Sw�.ii•:••�:s�:..?i�;i �:•"r ,'*;aJ%r��'•:rl! ?i11C27YN!
w. Y+' �': ti!: n^ 1( iSA? i.: Gw•:. SL'X: L'; o•:: f.;: Y.: i17; it•) t6ir.:3 {a;,�'L�:! \::'�ii''.1'.: i;µ }: c: {v, �T9' S�st: : r,,: 5j.�4�:rcC7ti�:7.•i%'wliiRSi�:S, \7.Tn;\:iYGic;:uc:F•'rr i( .•r, ::r:
DUCTILE IRON PIPE by McWANE
This catalog has been prepared to give complete
DUCTILE IRON PIPE information in condensed form, It is
a compilation of the technical data that is necessary on
most water works projects using either Push -on Joint or
Mechanical Joint Pipe, McWane also manufactures GRAY
and DUCTILE IRON FITTiNCS, Technical information on
these items is available on request,
Ductile Iron pipe is normally purchased in accord -
ante with American National Standard ANSI /AWWA
C151/A21.51 which is published by the American Water
Works Association. This standard covers Ductile Iron pipe
designed in accordance with ANSI/AWWA C150/A21,50
entitled "Thickness Design of Ductile iron Pips':
Pipe thicknesses are calculated on the basis of internal
pressure, laying conditions, earth load including allowance
for truck superload, beam load, service allowance, foundry
tolerances, and a consideration o'f-minimum thickness for
tapping. The Ductile Iron is required to have a minimum
tensile strength of 60,000 pounds per square inch, a
minimum y1eld strength of 42,000 pounds per square inch
and minimum elongation of 10 percent.
The thicknesses, dimensions and weights are nominal
-and subject to the tolerances listed in the specifications.
Full information can be secured from this catalog on the
pipe required for laying conditions Type 1 through Type 5
for working pressures up to 350 pounds per square inch,
for various depths of cover.
UNION FOUNQRY COMPANY
Specifications and Dimensions
MECHANICAL JOINT COMPACT
DUCT11,5 IRON CI-ASS 350
AWWA C -153
(NO'T'E: AWVA C -153 pertains to V--16' oaly. AU other sizes are UFCO $tamdards.)
JOINT 01MIENSIONS
Bolt hole diameter is 7/8' for all
sizes except 3'. which 6 3/4'.
Slzs
A B
C
Dimensions In inches
D F J
L
S
T
M P KI K2
3 3.96 2,50
4.94
4,94
4.06
6,19
.60
.39
,34
,62
.83
7.70
7,$9
4 4.8 2,50
5,92
6,02
4.,90
7.50
,60
.42
135
,75
.75
9.31
9.12
8 6.90 2.50
8.02
8.12
7.00
9.50
63
.44
,37
.88
.75
11112
11.12
$ 9.05 2,50
10,17
1027
9,15
11,75
,66
,45
,39
1,00
78
13,5E
13,37
10111.10 2.50
12.22
12.34
11.20
14,00
,70
.49
.41
1.00
,75
15,87
15.62
12:13.20 240
14,32
14.44
13,30
16.25
73
.51
,43
1.00
.76
18,12
17,88
1.4-15.30.3,50
16.40
16,54
15,44
18.75
.79
.58
.51
1,25
,75
20.77
20.25
16! 17.40 3,50
18.50
18.64
17.54
21.00
.85
.57
.52
7.31
75
22,99
22,50
18 TS.50 3,50
20.60
20.74
19.64
23,25
1.00
168
,59
1.38
,75
25,23
24.75
20 21.60 3.50
22.70
22.84
21.74
25.50
1.02
.69
.60
1.44
.75
27,24
27,00
24 25.80 3,50
26,90
27.04
25.94
30.00
1.02
.75
1,56
,75
31,75
31,50
MJ x MJ BANDS
1
Size T A R wolght A R Wei
3 .34
3.5
2.5
19
2.00
2 -41
17
4 .35
4.0
3.D
25
2.50
3.56
21
6 ,37
6.0
5.0
45
3.25
5,4$
$$
8' ,39
7,0
6.0
87
425
7,93
55
10: ,41
7.5
6.5
93
5.00
3.76
84
121 ,43
9.0
8.0
134
6,00
12.19
123
14 .51
12.0
10.98
238
5.50
110,85
183
181 .52
13.0
12.00
310
6.00
12.02
212
18' ,59
15,5
14.00
410
8.50
1238
291
20' ,60
17.0
15.50
540
7.00
13.59
389
24 ,62
17.0
13.59
728
7.50
14.69
498
_A_ R Weloht A R
11$0
2.61
is
1,25
2.53
1,75
3,81
21
1150
5,12
2,25
6135
34
1.50
5.12
2.50
7.62
46
1,75
7,70
3.00
10,16
72
2.00
10,25
3.50
-12,70
94
2.25
12,82
3.75
13.$,2
136
-
4.00
14.97
194
2.60
15,23
7.50
30.19
355
3.00
60.94
8,50
36,19
360
3,50
71.07
9100
37,69
530
3,50
78.12
16
20
31
45
64
84
178
?_92
Sea
523
Welght does not Include accessorise w9fght or 06nlent Ilrling weight.
%"2 11N ION POVNDLYCObIVANY P.13.G0X20P ANNISTONAL ]OZ= (;10-1) 336-76D) Page L--2
tyier/umon
* ETAMER GLAND ASSEMBLY,
.gym......
�d
Sete ta;talla�s Instructions ................
.......................................... Pow 49
110 FUU BODY
A%'+D N1WJ011NT FITTINGS
Pipe WON Mckness:
Sizes 3 " -12" are re'c*mmended far ductile
iron pipe Class 501hru 56. sixes 1 d" thru
.24" rare recommended for ductile iron pipe
class 53 thru 56.
DUCTILE IRON RFWNER GLANDS
Mechanical Joint Reialner Glands are
daslgned la provide a melhpd For restrain -
ing mKhorlicol joist pipe and f1ifings and
other stondard zed mechcrni,�pJ ioints
a8oinst possible joint separation, rupture
or blow -out Caused by internal water
pressure,
. The set screws are squnra- heoded with
Type C.6vrlod cup points, and ore shipped
already aswm6lej in the Glands, They are
manufactured of 4140 grade alloy steel,
and are hQot treated to a Rockwall "C' 451
53 case hardness, 'lee -head belts and
ga5kets are not indUcled, but may be
0r4rad separately. Recommended torque
for set screws is 75 foot pounds, and set
screws on opposite sides of the glands
should be tigh ert Tad altarnaiely.
Tee -h0csd boll 11010 size vnd spacing are
equal to MJ Glands as shown in AWYWAt 0-
111, Standiurd mechanical Joint gaskets as
shown in C•11 1 should be used.
TEES
Fm,twre
Gland
Pipe O.A. W. pipe
Na of
Size of
Rating,
0A
O.A.
Wall
5e+
Sat
010$W
Wolght
Size
psi
S
A
Cfaar
Strews
Screws
Wa6ght
wt'Acres
3
3.50
7.6?
3.96
50.56
A
Vox2
4
g
4
350
9.12
4.80
50 -56
d
3/8x2
5
11
6
350
11,12
6.90
50.56
6
1 /ax2
g
16
B
250
13.37
9.05
50-66
9
1/sX2
13
2V
10
250
1.5.62
11,10
50 -56
12
'/8x2
17
26
12
150
17,88
13.20
50.56
16
s /.x2
20
28
14
250
20,25
15,30
53 -56
20
} /ex21A
44
55
16
200
22.$0
17,40
53 -56
24
s /wx2s /,
54
64
18
200
2.4.75
19.50
53 -56,
yi
s /sx2l /2.
62
72
20
200
27.00
21.60
53.36
28
s /0x3
76
91
2d
150
31.50
25.80
53-5,5
32
1/1:c3
103
118
Not Included
in AWWA G 110
110 FUU BODY
A%'+D N1WJ011NT FITTINGS
Pipe WON Mckness:
Sizes 3 " -12" are re'c*mmended far ductile
iron pipe Class 501hru 56. sixes 1 d" thru
.24" rare recommended for ductile iron pipe
class 53 thru 56.
DUCTILE IRON RFWNER GLANDS
Mechanical Joint Reialner Glands are
daslgned la provide a melhpd For restrain -
ing mKhorlicol joist pipe and f1ifings and
other stondard zed mechcrni,�pJ ioints
a8oinst possible joint separation, rupture
or blow -out Caused by internal water
pressure,
. The set screws are squnra- heoded with
Type C.6vrlod cup points, and ore shipped
already aswm6lej in the Glands, They are
manufactured of 4140 grade alloy steel,
and are hQot treated to a Rockwall "C' 451
53 case hardness, 'lee -head belts and
ga5kets are not indUcled, but may be
0r4rad separately. Recommended torque
for set screws is 75 foot pounds, and set
screws on opposite sides of the glands
should be tigh ert Tad altarnaiely.
Tee -h0csd boll 11010 size vnd spacing are
equal to MJ Glands as shown in AWYWAt 0-
111, Standiurd mechanical Joint gaskets as
shown in C•11 1 should be used.
TEES
M.J GLAND
exand
Might
8ia*
Wt. pack Gland Only
t_ x
g
5
MJ x mJ z Swivel
4
10
6
Dirna,ri«m
$
16
t 1
sba
x
Y w.' hi _
8
23
18
b
8.0
10.5 1�5
I D
J0
20
8x6
9.0
11.5 193
12
40
30
8
9,0
11.5 210
14
AS
3S
16x6
11.0
13.$ 270
16
65
65
12x6
12.0
14,5 345
is
65
5S
1 dxb
15,0
17.5 619
20
85
70
16x8
15.0
17,5 669
24
103
90
3Qzh
18.0
24.5 20070
30
220
180
All weit}is}s ,vn ios
iude 0110 Swivel Glat„d
36
301
248
ANSI /AYW,A C I I61A.2 1, 10, Ahlbi /AWWA fi111
/AZ 1.11
20
Tyler Pipe /Witim Division s P.O. Box 2027 ry1er, Tixao 75710
f 403) 982.3511
unirai Frstsndry (:a -Paay - PO. Boz 309 • Mnisbn, A06amo 36202 a f2561 236-7601
1: - 29.103)