HomeMy WebLinkAboutBuilding Permit Application (2) e _._...._.__..;_.._...__..._.....:_.._._..._......__.................._.......
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AREEA:FOR APPROVAL STAMPS
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KM.L 5WATHMG ARE PERMITTED TO BE COMSON,LOX OR CA53NG. -
ceml-ION OR DenclucD SI Aw,(6if 2 x O il3';ad 2 UZ'x 0.04*;ICd 3'x OA48",'.
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FASTMA5 5r ACZ-1;3'0.(,A,EXILRIM EDOE5 Nt.6 O.G:AT INTERI•'LDIA`E SI) 'ORTS W H 6C-ED AS 5TR'GTI1RAt.,r.41F1�7ff14tCr; ,_,_ ,•,,,.....;.. _ I
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L COP-RL5IO. 515TANT'STARE-5 KITE#NOMML 7716"GROWN OR I'CROW AN-0 1 IM L"Eh*T}i FOR V2'S'riEATW[*Ata.i UT UN&TH FOR
k - 2'/32!.GEATj*C-^-.PANK,'..-7iTri?ORTG Al Ib*.(20'IF 517 EWil AXIS 15 Pt-'WN15,D4REr TION OF T14E PANEL UNLESS OTF ERHi5-E FORKED),
FOR ROOF SiEATttlNG A?F4..4GAT1G"s 8d tJA*L,5('1 IPJ'x O.i487 FR..7tfE MINiKH Pl(OL RED FOR FICIOD 5TKr7l AL PANELS. 1;
.114° k, STAPLES SHALL HAVE A MINII UM-CROM ri DTH Or 14,6
(t L FAR ROOT'6NEAT!ANd5 APPLICATIONS,FASTE(ERS SPALCD 4.04.AT.W6E5,8'64.AT INTEZI-TDIATE WF'PC--,,.
a
FA5TF3LAR5 SPACED 4'04..AT EDGES;13 Ot..AT INT-F•MEDtATE 5;1Pi17RT5 FOR We LOOR AVD PL0._t..511EAT19126 Alp 5'0L.AT ED6r5,
6'AT 4N7TERI'MA.TE 9;VFORT5 FOR ROOF 51VM Ih .
FA%MF4 SPACED 4'04 AT M*E5.8'AT'INTERf'ETNATE W-PORT5. ..
Rf.V 5Y' DA1E. DE:+CRIFTiON i
L:1 -TI-SE PLANS WER.L-.VES16'�ED IN��LapRDAfk t-:PATH THC,2G14'.FLORIDA BUILDING C.GDC jrO$?. SE fT fl=160 MRri _ 1
.I. . J
THOM ,5, A. �IXt�N, �. COOK:PORTASLE WAREHOU -* �-�c*.. DD�TE 6rr3n5 �4+EET
ALf 30637 1�Ni03-. t'.9 2146 nIxA4 Et.G't+Y.Ifiilw L'w, w wY'Y-%STFUT X11 P
A%-27A2 WA 03%IA 6Ae 0343: 575171-W1 BY�`E=..x,'ii uC 3FsECti -LCh B a VALVCSTA GA 5w r TATE ,;tt e4FGxF!>rH• TAP
F I YNf DIAM 10 M35i WA 4rA05 104'1 W045TNEFT' P4/7,8,142q•24'•8N0"'. VI
FA-074064 VAf 04.5117 TN'%0T05F--5A,FL 335g2 -p •'49-p.�.�*� SC,A:F A5 tYlI1:O
t' ..ma 1121 FL133272 VOCs03-4P2-4b85FAX ala-?.J•73P6 FASTENfNG fi.-CNEt JLE(CONT.) .' .-- .,...,•..•�. i�.A.NA 4.--.-q6T & OP 25
PSI APPROVAL 2015-10-06
A^aEA FGRAccF2 OVAL.STAMPS
5AF0 JOIST.SIZE A.Allo&RADE- �� � -
'
..ANE A5 FLOOR!AIS.USED - F'QLEj', EE VA-I FOR A'✓J'7mONAL.WTt NOT-SF6 M
{2)2x4 4.KT.S.Y.P1 12 3; ...._.....: _� __�::-...
t 6 P.T.S.YP. fLOOR,4 Si`AT = !4x6 P.-,.SPP,
.-
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qV V214 II-O'WtDe iNIT KTN 4,Krh t 6C9hdSh-1
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VERTICA_.WA4.L 97i;'D FOR VERTICAL N(AI:L -
LOCATION DOOR AND WNDO%`i _. 'I R.�:7927
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LOCATION NO MAY s 1�1 B0"iCti C}rL52D^��'rf�
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8'-0'TO 32-v V-.... � � B'-O TO L2,0-
1 s FLOOR PLASS 4 ROOF fRA1 iNC� PLEA± �'"�� I
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&A6
A-1 %ALE.U4'=L . /
.,U''I __.. .. .. ...._. .. .. _.. �� .A•Q*�i.'` - REY BY -DATE DESCRIPTION
ThE5C PLANS WERE DE-516NEV IN A6C,0RDAN6V W4TN THC 2014 FLORIDA DJILDING.GOD[FOO'A•- --:SC '?96$7 OP 160 MPH..
COOK PORTABLE.UTAREHOUSES '* tin HA E: 6R3 SHEET I
Y - - i1iT,_4Y`-'N^O Di:Alvtt 5Y, TM^4 '
ALf 30b3T-.-r-
F?1Y34 K512 fl8DD D4 EAG t.EE727kS,,INW XA L>t%e<tA.j 577
0_I.5C17ff12 >Yr1 G3'AIY-6A10343T SiF.2..RJJ-Eq''TrTT.YS A`t1 A5FT".4T4 -4CA&m- VALL'MTA,CA5a,o1 $TgTE-Of 4f^ OEfX.EU BY, TAO
KA OrN%TO 104353 MA140gh 4044OKkt6NfBT - .:tgrx.�;i-224.24:-eW5 R* �flJw r'1
.i. x-11-* 5C.&LE, AS NOTED
+a PAI 0F'.JCq VA4 04:=-3 TrRJT051...A FL 33"A2 .
r Tiff 112"'&J fL134222 vo!CE:155-4.02-,"5 FAz als•go2-23ca FLOOR AND FRA!, Nn.W 4-5-061 1 OF. 20
PSI APPROVAL 2015-10-06 1J'/s
• !— AREA FOR APPROVAL STAMPS
s
GROUND ANCHOR 5CHEDULE
MODEL # PART# DESCRIPTION SOIL
CLASS
14121-5/8 59080/ -48'x 5/8"ROD WITH(1)6'HELIX 4A
n 59081
59085/
ff M12143/459094 48"x 3/4"ROD WITH(U 6"HELIX 4A [P=-'
� Infurnrcrt&>n
-'Tri/3uil'dOn
MI425/4 59128 42'x 3/4"ROD WITH(2)4"HELIX 4A
CODEREWEW
9- Professional Service€ndustcfes
141483/4 59086 48"x 3/4"ROD WITH(2)4"HELIX 4A f74833rdSt,eer
Orlando,Florida 32839
2. M12H64 59250 36"x 3/4"ROD WITH(1)4"HELIX,AND(1)6"HELIX 4A ?Ian RcMexer:W iflarn I-Noary,III
yg ICC#—.
Ty LAr+uoMi "Foundation'are
WA 59065 EYE ANCHOR-48'x 5/8"WITH(1)6"HELIX 4A FL SMI-79,5
19 designed locally subject
WA 59045 EYE ANCHOR-48°x 3/4"WI7H(I)6°HELIX 4A to local approval and
¢:
M601 59099 60"x 3/4"WITH(1)1"HELIX 413
WA 59040 EYE ANCHOR-60'x 3/4"WITH(1)8'HELIX 45
NOTE:
s I. ALL APPROVED ANCHOR5 L15TED ABOVE ARE MANUFACTURED BY TIE DOWN ENGINEERING.
2. THE CONTRACTOR MAY U5E AN APPROVED EQUIVALENT WITH APPROVAL FORM THE EOR.
c
j
fi
' REV BY DATE DESCRIPTION
THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2014. FLORIDA BUILDING CODE FOS' SE (J5T OF 160 MPH. 1
COOK PORTA6LE WAREHOUSES *; * DATE: 6/23/15 SHEET ('
THOMAS 14. DIXON, P.E. UTILITY SHED /
ALO 30631 MSO 19034 KSt 21198 DIXON ENGINEERING,INC. loo DaX,LAS STREET (`r�0; G DRAWN BY: TMM
SGO 21592 NCO 035985 GAO 034311 SiPoK.MAL EW71 EERIN6 AW INSPECTION-CAA 8145 vALDOSTA,GA 31601 4p: STA :�/� CF ECKED BY: TAD
WJO 011936 TXO 104353 MAO 40905 10410 MAIN STREET PHONE,I-229-241-8805 R 5GALE: A5 NOTED
PAII019009 VF
045593 THONOTOSASSA,FL 33592
1NO 112161 VF 34222 VOICE:813-982-9885 FAX:013-982-2306 GROUND ANCHOR SCHEDULE ''•, /• 6 .�` W _NO: 495-06'1 26 OF 28
— — —.._........— ---_ —_ —.----- -----..—.---...—.. .._._..------- ---.._._..._.__. -...---
D
PSI APPROVAL 201510-06 ""
I D OR STEEL 5TU WOOD OR STEEL STUD WALL AREA FOR APPROVAL STAMPS
WALL
REFER TO SCHEDULES ON. REFER TO SCHEDULES ON SHEETS F-4
SHEETS F-4 AND F-5 FOR AND F-5 FOR ANCHOR 5PAGIN6
ANCHOR 5PAGIN6 _.—......._., REFER TO DETAIL
REFER TO NOTE:
DETAIL 4/F--1 5HIM5 MAY BE PLACED 4/F-7 FOR FASTENING
FOR FAS NINE UNDER SKIDS IN ORDER FINISH
TO LEVEL THE BUILDING.i GRADE
.................................___._.................. ...._.:
FIN15H
GRADE I _55H1hOt5D A5
NEEDED
REFER TO SHEET F-b T I 11 I OPTIONAL Ib"x Ib°x 4°SOLID
0.035"MIN.x 1-1/4'x
FOR ANCHORS, I 1'-0"GALVANIZED I _
GAP BLOCKS REFER TO
INSTALL A5 SHOWN. -H I STEEL STRAPPING I I I SCHEDULE SHEET F-8 OR WOOD i I�
SII_
y FED.SPEG. SHIMS TO LEVEL OFF BUILDING.
ALL SKIDS ON 6RADE QQ-SIBI-H
USE UP TO 3 BLOCKS TO LEVEL
VERTICAL ANCHOR TIE DOWN f�''��� h jvrntntion
U
I SEC I ION ENGINEERING DOUBLE SKIDS ON GRADE d GONG.PADS [pal;
Ta Build On
TENSION PART �� VERTICAL ANCHOR UN-LEVEL GROUND •�+9•�
• F-1 SCALE:N.T.S. NUMBER 54100. 7 BUILDING SKID ( 2 \ GEC I I ON CODE REWEW
9 !/
REFER TO F-1 SCALE:N.'TS. PmPessionalServicelndusrries
BUILDING PLANS 174833rdSbwt
®® FOR SIZE, Orlando,Florida 32838
$gr LENGTH,AND WOOD OR STEEL STUD WAL Plan Re.k aer:WIN=E Noary,111
1cc u stasato
STRAP TO SKID LOCATION LL SMI-79,
REFER TO SCHEDULES ON L A.100,,SMP59
E WOOD OR STEEL STUD WALL I SHEETSF-ANCHOR N G-5 FOR "Foundation are
4 DETAIL
F-1 SCALE:N.T.S. ( designed locally subject
P REFER TO SCHEDULES ON SHEETS REFER TO DETAIL 4/F-1
F-4 AND F-5 FOR ANGHOR SPACING FOR FASTENING to local approval and
REFER TO -
3 DETAIL 4/F-7 REFER TO SHEET
FOR FASTENING F-6 FOR ANCHOR, FIN15H
FIN15H
INSTALL
6
GRADE - — -
- L�11„II 11 II �II•.:. �,� .� IIS 1 1
—
F OPTIONAL I6'x 16'x 4-41-1
QUIK-SET Ib°x Ib”x 4°SOLID GAP II�FI I�
I STABILIZER PLATE BLOCKS REFER TO SCHEDULEOR(2) I _ #592'11 BY TIEDOWN SHEET F-8 OR WOOD SHIMSB°x Ib'x 4"SOLID G-a (I ENGINEERING OR TO LEVEL OFF BUILDING.USE
BLOCKS REFER TOEQUAL.AT ALL UP TO 3 BLOCKS TO LEVEL
SCHEDULE SHEET F-8 vi
REFER TO SHEET F-6 FOR
1+ ANCHOR LOCATIONS
EACH SIDE OF ANCHORS,INSTALL AS SHOWN.
REFER Tb SHED.IF REQUIRED
SHEET F-b ALL 5K1D5 ON GONG.PADS ALL SKIDS ON GONG.PADS
ANF VERTICAL ANCHOR STABILIZER PLATE VERTICAL ANCHOR UN-LEVEL GROUND
} INSTALL AS n SECTION OPTIONAL DETAIL 6 SECTION
14 SHOW F-7 SCALE:N.T.S. F-7 SCALE:N.TS. F-7 SCALE:N.T.S. std 4�
REV BY DATE DESCRIPTION
I THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDINGCODE FOFy�'4° ,!ilSST OF 160 MPH.
I TH O IAS A. DIXON, P.E. COOK PORTABLE'WAREHOUSES = DATE: 6/23/15 SHEET
UTILITY SHED
ALA 30637 MSA 19034 K5121198 DIXON ENGINEERING,ING. 100 DOUGLAS STREET 11: rc DRAWN BY: TMM
A SCI 21592 NCA 035985 GAA 034311 STMRRN_EM11,1 ERIN5 AND INSPECTION-LOA BI45 VALDOSTA,GA 31601 LHEGKED BYt TAD
W#071936 TXA 104353 MAA 40905 10410 MAIN STREET PHONE:1-229-241-8805 %T°•.. P •��� SCALE: A5 NOTED
PAA 019009 VAI 045593 THONOT05A55%FL 33592
'TNI112161 FLI34222 VOICE:813-982-9885 FAX:813-982-2306 ANCHORING DETAILS -",Iw °°°" *` �0� W.O.NO: 495-061 27 OF 28
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P51 APPROVAL 2015-10-06 nen
__�...... _-_..._...vW_.....v ....... _. - ........ ......_.._._ ........ ---- ...
AREA FOR APPROVAL STAMPS
i
SCHEDULES FOR ANCHORS PLACED VERTICAL INTO GROUND
ANCHORING SCHEDULE FORUP TO 110 MPH WIND SPEED, ,
EXPOSURE 11CII
BLDGNUMBER OF ANCHORS EACH 51DE
WIDTH 8'-O° IO'-O" 12'-0" 14'-0" 16-0" 18'-0" 20'-0" 22'-0° 24'-O' 26-0" 25'-0" 30'-O' 32'-0°
7'-II' 2 2 2 2 3 3 3 3 3 N.A. N.A. NA NA.
.-- -- \I . I
1 9'-11' 2 2 2 2 2 3 3 3 3 3 3 3 NA.
11'-O" 2 2 2 2 2 3 3 3 3 3 3 3 3
- � hfv,n,ntiO,c
Tot iL/Ort
ANCHORING SCHEDULE FOR 111 TO 130 MPH WIND SPEED,
CODE R>:vrwu
"C"
XX
Professional Service lndusfha-
.E EXPOSURE 1748 33rd Sfrrei
IOrlando,Florida 32,839
BLDG NUMBER OF ANCHORS EACH SIDE PI3r.Re-,mer:Wiliam E.Neary,111
WIDTH 8'-0" 10'-0° 12'-0" W-0- 16'-0` 18'-O" 20'-0° 22'-O' 24'-0' 26'-0' 28'-0 '-
° 30O° 32'-O' "Foundation are
$ designed locally subject
'V-II" 2 3 3 3 3 3 4 4 4 NA NA. N.A. N.A. to local approval and
9'-11' 2 2 3 3 3 3 3 4 4 4 4 4 NA:
II'-0° 2 2 3 3 3 3 1 3 3 4 4 4 4 4
ANCHORING SCHEDULE
�FOR
II131Y-T:0-160-MPH WIND SPEED,
EJ�I�OSIARE(rN/�N
BLD6 NUMBER OF ANCHORS EACH SIDE
Zf
WIDTH 8b" 10'-0" 12'-0' 14'-0' 16-0" 18'-0` 20'-0" 22'-0' 24'-O" 26'-0" 28'-0" 30'-0" 32'-0"
1'-11' 2 3 3 3 4 4 4 5 5 N.A. NA NA NA.
a
9'-II' 2 3 3 3 3 4 4 4 5 5 5 6 NA.
11'-0° 2 2 3 3 3 4 4 4 5 5 5 5 6
n
A. I� REV BY DATE DE56RIFITION
s
THE-5E PLAN5 WERE DE5I65PNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE F OF 160 MPH.
1OOK PORTABLE WAREHOUSES
* +t' DATE: 6/23/15 SHEET
' I Y'1�I I�� �. DIXON,I �NR.S.� LMLITY 5HEO = Z. _ j.
ALO 3063'1 M51 19034 K51211% DIXON EN&INEERIN6,INC. 100 DOLGLAS 5TREET O DRANW BY. fMM
' ,5CI 21592 NGI 035985 GA#034311 STRULM&ElGI�INS AND WREGTION-LOA 6195 VALDOSTA,GA 31601 :� STA OF .�/� GHEGKED BY: TAD
WO 011936 TXI 104353 MAI 40905 10410 MAIN 5TREET Pliot�:1-229-241 8805 T': P-- �,Y SCALE: AS NOTED
PAI 019009 VAI 045583 1HONOTO5A55A,FL 33592 S ••......• clljl
TNI 112161 FL#34222 VOICE:813-982-9885 FAX:.813-982-2306 EXPOSURE C ANCHORING CHARTS S , W.D.NO: 4q5-O( 25 OF 25
PSI APPROVAL 2015-10-06