HomeMy WebLinkAbout1751 E Airport Blvdn
CITY OF SANFORD PERMIT APPLICATION
RECEIVED
Permit #:
Job Address:
Description of Work:
Historic District:
ST9l L
Date: _
sT /RPv7e% GJV
UN Fl) /jig F_SiA v
Zoning: Value of Work: $
JAN 2 0 2006
04
Permit Type: Building" lectrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service— # f AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets / Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial V Industrial Total Square Footage: N11f
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel M (Attach Proof of Ownership & Legal Description)
Owners Name & Address: _ P /Q h/ V S
I _ ,
tf
Z 5 / L U 19 w %N1.4 V APR 5 1 PpW AIN ^/ Phone: / Contractor
Name & Address: AfQPState
License
Number- / e ` C V7 ey r,oLlse Phone & Fax: qV
7- X/p 3—d / 7 Contact tact Person:
6 1 V 0 Phone: J t Bonding Company: Address:
Mortgage Lender: '
Y
Address: Architect/Engineer: &
19
I S 9 TO y Phone: Address: Fax: 07
G 2 9-- 9V Z Application is hereby
made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition
to the 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 i
verifi a ion that I will notify the o ner of t property of the requirem nt of Florida Lien S 713. 20/06 Signature
of Owne
Agent Datc ignature of Contractor/Agent j Date fllnn
T
KJv
InC Q_f 4T f to Al C/ 11-76 oQ Print Date nt
Con
ctor
enis Name Date rwnuwr.n.
r:
unnrc °,..°B(i fLl 11C17vc.n....._._.. MY COMMISSION # DO
1642V ' C. MY COMMISSION #
DO 164281) EXPIRES: November 12,
200b * EXPIRES: November12,2006 Owner/Agent is " "
4Ve'rsona'ly'VW,5WM1Me or Co cto , Fis ?^^'^'Pi isona ly Cnown to Me or Produced,D_tc
orko&-I V Pmduccd ID ery_)-yak APPLICATION APPROVED BY:
Bldg: 00—. Zoni nitial Aflof Utilities:
FD:
Initi D e) (
IS Date (Initial & Date) (Initial & Date) Special Conditions:
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE:O " \ ` Vk-c> PERMIT #:
BUSINESS NAME / PROJECT:
ADDRESS: \ ,\
PHONE NO.: FAX NO.:
CONST. INSP. [ ] C / O INSP.:[ 1 REINSPECTION [ ] PLANS REVIEW [ ]
F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ )
TENT PERMIT E ] TANK PERMITr OTHER [ ]
TOTAL FEES: S (PER UNIT SEE BELOW)
COMMENTS: \ Y l C -Q.QJj
Address / Bldg. # / Unit # Square Footage Fees Der Bldg. / Unit
2.
3.
4.
5.
6.
7.
8.
9.
10.
12.
13.
14.
15.
16,
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be m e to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
7 of the City of Sanford, Florida.
Sanford Fire Prevention Wvision Applicant's Signature
01-17-2906 13:31I CONTAINMENT 501_UTIONS 4107569M
rCSS000 NTAINMOIINT
LUTIONS
FAX
K*.*-1
1 T MD 1
uil*Mr
Tel: 410-7W * Fox 410-768.9M
Email: dd0ftmw cam
Webaft www•
70; 1Yl6atic Toomey \
Fw.
1/17/06
Comply' a.
From: DrAdDooMY
pis;
Notes:
I I ' I l ' ............. - - - jno TAIMI
LIJBRICOXT STuPAoe TAIM
0A)WAMN SEPAPA ORS
FLOWMe PFAMM"
FIE.D BERVIM
DUPLICATE
10 'd £89699£Z£t 'ON Xdd dHOO HSNVW31IHM Wd Z1:ZO Hfl1 900Z-LI-Ndf
PERMIT
Packing Slip No. 23325
Page 1 of 2
Big To MICHELE HIESE
CONTAINMENT SOLUTIONS INC.
ATTN: ACCTS PAYABLE
5150 JEFFERSON CHEMICAL RD
CONROE, TX 77301-6834
1-800-628-2657
SripTo AVIS RENT A CAR
Ship Date 01/11/20061601AIRPORTBLVDp
SANDFORD. FL 32773 Ship Via NATCO
Order Qty Ship Oty Part ID/Description U/M Your Order Our Order
1 1 2500 SW VT-4 EA 37240 45151 14269
t / Q J( Rev 4/99
250OUL SWVAULT W/ 4 CONCRETE
FOB
Terms
DEST
NET 30 DAYS
UL#: N-600194 - - 4 Salesperson Mark Webb x-207
PAINT: DESERT SAND
4" CONCRETE
GAS DECAL
PUMP BRKT
DISPENSER BOX
1 1 20002432 EA 37240 45151 14269
Rev FOB DEST
VALVE, 3" OVERFILL PREVENTION Terms NET 30 DAYS
THREADED TOP, REMOTE FILL Salesperson Mark Webb x-207
9095A 3300AV
I 1 SBB006 EA 37240 45151 14269
Rev 10/98 FOB DEST
3" SIMPLEX BOX INSTALLED Terms NET 30 DAYS
W/PIPING Salesperson Mark Webb x-207
3" FILL LIMITER
1 1 MCB003 EA 37240 45151 14269
Rev 10/98 FOB DEST
VAPOR RECOVERY PIPING INSTALL Terms NET 30 DAYS
RECTANGULAR TANK" Salesperson Mark Webb x-207
1 I FS-LABOR EA 37240 45151 14269
Rev FOB DEST
C\J0
f_ti.
i sm
Q _g
3'-4•
OEM. f
2'
f W
1
FRONT VIEW SIDE VIEW
C SELZ
IgJ811 NL11 KM BOLT II
f MC110R 1R/ 4' EMBEII
ti• NO SPELTJII_ 1NSPE'LL04 REWIRE
SUPPORT DETAIL (
eT' Z EL9DE)
WHERE LML AOENCUTS REGUHMAMM
ARE NCRE SIPMENT. 1HE FOOIlV6
DFPIH WY BE IMMMED WMI NO
CHANGE N AREA OF STEEL.
DIE 3' CLEAR FROM BOTTOM MUST
BE MARMNW.
1. TANIT DEMN BY OTTERS
2. USE CARBON Sil>:Ll HLII
W K BOLT 1 OR MUAL
3. ALL SiETL A-36 OR EQUAL
4. ZONE 4 SEWC DEEM — 130 MPH U4% ET1IMME D
IL I - 1.6 SEISMIC
G. 0 — LOTTO PSF MN
7.te-2.000P9
L REINFORCING STEEL, fp 00,fl00 PSI MN
L COM iAUK ON FOOTING
5/e'p ?Elul KUK 81 f
W/4'EMBED
2 BOLTS EA. =01
EDGE DETAIL
FOOTING DETAIL.
nee newro a we w oen of l.tli
Ael WOf NYO E eE1111001RD 110; aDYN7wl1
W Mlr Fast rm elr pQl6lf ylsle e f
m
w
w
61-17-2966 13:31' C04TAIN14ENT SOLUTIONS 41M69M
9PWKCJ
Cnphrwesing Inc.
25451 Cabot, Suite 109 Client Contatnnmrst Solutions
Laguna Hills, Co. 92653.5526 "od; 2W GM- 4" Wall VVUK Tsnk
Tel(949)39QeI86 Date: 11/31tile
Fa r(949) 5 WI664
Tank Designed t)y Others
See Contalnnrent DrawMg SW25VT4
These calculations are for the foundation only
Use Zone 4 Seismic
Use 130 MPH Basic wind Speed, Exposure D
Soil Pressure. 0 = 1,000 w
Minimum Concrete Strength to tw greater then or equal to fr. 2 2000 Psi
t Minimum Reber Strength to be Wester #" or equal to Fy' 60,000 psi
All Steel to be A36 or Equal, UAIO
Use 1997 Uniform Building Code
General Tank Ditmensit)ns
Loa in
Total Tank Helght
Total Tank Width
Total Tank Length
wom to Werticai Centrold
Distance between skids do
Dist From edge of tank to 104 Wd
Tank Sire
Empty Tank Weight
Full Tarnk Weight (by Hoover)
Estimaled from Caloilation)
Program by KCJ Engineering, w4sion, 719199
25M gal vault tank $VaSVT4
83 In.
83 in.
113 In.
41.5 In.
40 in.
16.6 IrL
3
2800 ".
low Ib9.
30M lbs.
29291.33 Ibs.
1 of 0
60 'd £85695£Z£t 'ON XV3 dHOO HSSVW3 1 HM Wd Z i 20 3AI 90H-L I AW
1-1-f-a6 13:321 CONTAINMENT SOLUTIONS 41VM692M
KW Knvirmwing bm
Zone 4
25431 Cabot Suite 109 Client: Containment solutions
Laguna Hills, Ca. rJ3.55526 { : 2 Gal. a~ Weil Vault tank
Tel (949) 38t-8186 Date: 111318g
Fay (949) 5Bi9-1864
130 MPH Bale'ra Wind Speed, E*uwre l7
C. From Table 1+6-G 1.39
Cy Frlw
om Table 116-H 1.4
qg From Table '16-F 43.3 On.
From 7able'Is-K 1.16 lbs.
P m C"Cq"As"tiv 96.90107 psf
A Largest Tenn Area =H1. 65.13104 ie
Vw Horizontal Figoe From Wind =P•A 5.311355 Kips
M a,,, Moment t7ve Ituminp from Wrld --Vww 261.9212 in'kips
Maw Moment Reeiisting Ern =0.W Wt."W2 299,WA7 in1dP8
Note: No Moment Overturning Restraint Mnulred
ap From Table 16-0 1.0
C, From TWO Is-0 (max value shown) 0•44
IP From Table 18-K 1.5
Rp From Table 16-0 3
Hx o (Tank ie on Ground) 0
Ha no (Tank is on Ground) D
Wp From Full Tsnk Welp Above
Fp ap' Cg' Ip 1 Rp) " (1+ 3" Hx 1 Hp) " Wp 6.Dtl56 kips60M
Fp MIN 0.7"C. • b "Wp 14,29795 Ides
Fp MAX 4 - C, • IF, - Wp 81.70272 wps
Fp That is used for doopn in this p "MM 1429M
MMp Moment OIrertumin0 from Soianlc =Fpw 599.356 In -kips
mj „.M Moment Rtlaisbng Full =o.6e-Wp'W12 847.6W in"kips
Nate: No Moment Ovrrtanring Restraint R's"lMd
Max. Total V601c8l LOW
Max TOW Horizontal Load
Meat Total Overtuming Restraint Required
25o0 pal vault tank SW2WT4
30.848 kips
14.29790 kips
0 In•kips
2of6
PO 'd £85695£Z£L 'ON XVJ dHOO HRVW3 1 HM Wd Zi : Zo 3m 902-L i-Ndt
61-IT-2006 13:32 CONTAINMENT SULUTIOM 41075692M
7;04
KW Engineering Ina.
25431 Catat, Suite 109 Client: Containment Solutlans
Laguna Hills, CO. 926W-5526 ProJect: 2= GW' 4" Wall Vault Tank
Tel (949) 360-8166 Date: 1113/90
Fax (949) WI-1s64
overturnin Restraint
Type of Bolt:
Ste, pia CWwn Steel Kwik 13OR 11 Anchor or Equlv. W/ 4" embed
Allowable Loads Taken From 1080 Report #ER4627, no special
inpection required
Number of 9V119 Per Side 3
Allowable Tension From Menufadurers Manual 1.125 I(W
Allowable Shear From Manufacturers MQnusl 3.125 kips
Horizontal Spacing L)se Tank Width (eonsemative) 83 in
jldual is Tank Width + R'
Assume Overturning Orxan at Anchor Bolts
Can 1- Wind Load
Tw
Interadlon
Net OT Mornant from Wind/Spacft
Ceiba 2 - 80104nlC
V"N. e + (T,/T.)w
Tp Net OT Mamant from SeiemiclSpecing
Irtrsation (FrN.J" + (Tprl J
2500 gal vault twk SW W4
0 kips
0.18289 a1- OK
0 kips
0.g364a6 41 - OK
3of6
50 'd 6SS695£Z£t 'ON XVJ dHOO HSNVW311 HM Wd ZI:eO 3AI 900Z-ti-Ndf
01-17-EN6 133E I CONTAINMENT SOLUTIONS 410Z569228 r
KCJ
Fnn*001rinng Inc. 25431
Cabot, Suite 109 Client: ContWnrnw t Sd utkxm Laguna
Hills, Co. 92653_5526 Project 2S00 eel. 4" Wall Vault Tank Tel (
949) 36"106 Cate: 11 /3198 Fax (
949) !i88-1664 Footing
Dw-Ci.n General
Info: 1
P 04p011, , Allowable Soil Pressure 0100„
Allowable Soil Pressure for Wind or $91MIC 13M psf f
cNominal Concrete Compressive Strength 2000 psi Fy
Reber Yield Strength 60000 Psi w
Footing V1 idth 9 ft. I
Footing U,ngth 11
ft t
Footing ThIckr ass 6
k1. LL
Live Load 25 psf P
Max. TOM11 Vertftf Load 30.948 kips H
Max. TaNd Horizontal Load 14.29798 kips M
Max Total OvefTuming Load 593.366 in%Pr, Normal
own
Loading
pl(
w'I) + Slab Weight + LL 412.6081 P*f 412.
608E1 S 1.lxio OK Ea
ft*nkW Mnd LoWin0 e
ecoonvitdty = M/P 19.173 in eR
MM Cllstsnce 2 w/6 18 In 19.
173 > 18 note: owr8 Slab
to to Designed wkhln Item Area Q,
w w , =4*P/(3'Xw,-re/12)'I) $46.2697 pef 646,
2697 <_ 1330 OK Q,,,
orWMM diN0NIa69W(WwIV) 695.
0422 S 2600
get{ ,vault tank SM5VT4 r
T .'D 05,
0422 psf 4
of6 90 '
d £89695£Z£L ON Xdd dHOO HSSVW31IHM Wd Zi.ZO 3M 900Z-LI-Ndf
01-1T-2W6 13:321 CONTAINMENT SM,UTIONS 4107569228
rrwj6.i
Kt:J 5Pglrs"Bring Inc.
25431 Cabot, Suite 109 Cliem, Containment 501UNons
Laguna Hills, Ca. 92SW6529 pr*ct 2600 Gal. 4" Wml Vault Tank
Tel (949) 38"186 Date: 1113M
Fax 949 500-1664
Check the ThiCkness FOr Tvwo-Way 5haar
d Max Equals t-9, g 3 In.
b Skid Width (CO4.2) 6 in.
be perimeter of Skid = 2"b + M 176 In.
V„ Mex Shear (p 10 SIdd6) 10.316 kips
00 Long eidelS'hort side of Uld 13.63333
40
as Constant
Case 1
d.q Vule(2+41W(fc)"0.5% 0.6660121n.
0.888012 5 3 OK
Can 2
dmq =V, / #•(u61dlbc+2)(f c)19.5*b,
0,570125 s 3 OK
Case 3
d,p &Vv/+'4•(fc)"0,5%
0.381151 5 3 OK
Check tree Thlcknaa t For one-way Shear
wkIth
V. Max 811e81- (Q.. ww * W " (1-lAN
d," =VJ4'(fcYV,6 W'd
0.3982911 5 3 OK
Lelength
Max Shear (Q,,,m, 00 " 1 " (w--W2))
drm mVJ4,'(f c)M.5`I'd
0,491933 s 3 OK
2500 gad vault tank SW2W4
0.570125 IM
0.301151 In.
4.860M WP
0,396299 in
7.405174 WP8
0.491933 in
5 or e
LO 'd 69969SHEL 'ON XdJ MOO HSNdWHJ,IHM Wd zTR Hfll 900e-Li-Ndf
f 01-17-2006 13:32I CONTAINMENT SOLUTIONS 4107559EBW " "- If
KC.1 F.ng ONWIM11 btC.
2b431 Cabot- Suite 109 Client-Contslnment Sot+ati0ns
Laguna Hills, CIL 928SM528 ftIed 200 Gal. 4" wall Vault Tsnk
Tel (949) 96CW65 Dale: 71/3/98
Fax (949) 595 4604
Rebel' Calcul81110na
Rulw along the width
Mmax + Canoe.. Qmex width " ((w-VVPn M 4.2074851n"1031 per IL As *
M-1.5 / (0.9 "Fy"1d) 0.0432571n"2I perft Runs
ak711g the length MMex +
Cantilever. 0mw width'' ((I-L)r2r2 2 18.20326 In%ps / per fL As +
M`1.5 l (0.9' Fyyd) 0,187Z76 In"x / per ft. Mmax +
pan betwom Surds: Qm@K Width " (x)A2 /11 7.833573 ln%ps / per IL As +
M-1.5 / (0.9 • Fy M 0.08002 b1112 / per ft MMU _
Qnw Vift. (xr2 is 9.574367 In'kips / per fl. dip
depth to ne phe reirmement 3 it) Ao -
M•1.6 (0.9 - Fy' jd m) 0AMMZ 1"A21 par it As min=
0.()Ol b"t (per ACI sec.10.5.3 8 7.12.2) 0.1:M6 inA9 I pw'1L Latetel Restraint
Dept below
t*ound (9z min ow RmzwTw 0 In. Gs Allcweble
Lateral Sliding KesisignM 130 Pvf pu Allvwawe
I.'awal sea** 100 psf fit deptl A Slab
Area = vV' t tl" 2
0 0
Ate, shoo
Side) Area a **06 th Apw Lmg
Side Area =16090 0ft" tM3 Lateral ReWslarm =1.
33jQ%s' A+2`Ap*)+QdAp_ 17.1171 Ides 112 Full Tank
WL (in 0 l t"n cwvAmd LM" ) 19.1865 kitsi q7,1 14.
3 QK OK - All CeNs
Report OK sunanery FUMMRequired 3
0.19 in"Z / per R Q14 EG As Laf9e5t +d=
g0.13
in"Z / parft 0.7ea !4 s fj"jwed
As - 2500 gal vault
tank 6VNZ5W4 80 'd 68969SEEL '
ON XVA MOD HSNVW311 HM Wd z i . zb 3n 90_H_L 1 ' Ndf