HomeMy WebLinkAboutBuilding Permit Application (3) AREA POR APPROVAL STAMPS I
GROUND ANCHOR 5CHEDULE
MODEL # PART# DESCRIPTION 501LCLA55
M121l5/8 5080/
59081 4&'x 5/8"ROD WITH(1)b'HELIX 4A
�
59085/
{ MI2H3/4 59094 48"x 3/4"ROD WITH(1)6"HELIX 4Ahofv,nla(ion
M ToBuifdOrt
MI425/4 59128 42'x 3/4"ROD WITH(2)4"HELIX 4A
CODE REVIEW
H14014 59086 48"x 3/4"ROD WITH(2)4"HELIX 4A Professions!serviceirndusrr=s
- 1748 33rd&Deer
Orlando,Florida 32839
y M12H64 59250 36"x 3/4"ROD WITH(1)4"HELIX,AND(1)b'HELIX 4A Mao Rerexer.William I°Neary,III
ICC 0 St85
v LABU00.-3 "Foundation are
WA 59065 EYE ANCHOR-48"x 5/8'WITH(I)b"HELIX 4A FLshF.,s designed locallysubject
to dotal a
N/A 59045 EYE ANCHOR-48"x 3/4'WITH(1)6"HELIX 4A approval and
e
M601 59099 60"x 3/4"WITH(1)7"HELIX 4B
r,
ti N/A 59040 EYE ANCHOR-60"x 3/4'WITH(1)8'HELIX 4B
9 I NOTE:
II. ALL APPROVED ANCHORS LISTED ABOVE ARE MANUFACTURED BY TIE DOWN ENGINEERING.
I 2. THE CONTRACTOR HAY USE AN APPROVED EQUIVALENT WITH APPROVAL FORM THE EOR.
a
h '
6
J��,`tPs REV BY DATE DESCRIPTION
THESE PLANS HERE DE516NED IN AOOORDANOE WITH THE 2014 FLORIDA BUILDING CODE FOS' OF 160 MPH.
COOK PORTABLE WAREHOUSES DATE: 6/23/15 SHEETpuO° 145 14. DIXON, R.E. I
UTILITY SEED `
• v I
ALO 30637 MSO 19034 K-921198 DIXON ENGINEERING,INC. 100 D0116LA5 STREET '9� ;fi DRAWN BY: TMM
A SGO 27592 NGO 035985 6AO 034371 STF&TIIRAL EN61tEERIN6 MID IWREGTION-(OA 8145 VAL005TA,6A 31601 'p: STA :li/� LI♦EGKED BY.: TAD
f VWO 071936 TXO 104353 MAO 40905 10410 MAIN STREET SNE'1'229'241-8805 , ••A' �• �:, SCALE: AS NOTED
6 PAO 079009 VAO 045593 THONOTOSA55A,FL 33592 •.
TN #112761 FLO 34222 VOICE:813-982-9bb5 FAX:613-982-2306 GROUND ANCHOR SCHEDULE ,���i / WD.NO: 495-067 26 OF 28
__.._ _ .__..__..._. PSI APPROVAL 2015-10-06 nm
D OR STEEL STUD WOOD OR STEEL STUD WALL AREA FOR APPROVAL STAMPS —
WALL
REFER TO 5CHEDULE5 ON REFER TO SCHEDULES ON SHEETS F-4
SHEETS F-4 AND F-5 FOR AND F-5 FOR ANCHOR SPACING
ANCHOR SPAGIN6 .I..
.........-._......................_.._......._.....
REFER TO I NOTEE: ; REFER TO DETAIL
DETAIL 4/F-1 SHIMS MAY BE PLACED 4/F-7 FOR FASTENING
FOR FASTENING UNDER SKIDS IN ORDER FINISH
TO LEVEL THE BUILDING. GRADE
._..._........................._...._..._...�
FIN15H
_ _ GRADE I WOOD I ._I I I- I ►T
wm= SHIMS A5- NEEDEDREFER TO SHEET F-b _ OA35"MIN.x 1-1/4'x I OPTIONAL 16"x I6"x 4°SOLIDFOR ANCHORS, T-O"GALVANIZED ' GAP BLOCKS REFER
INSTALL AS SHOWN. I STEEL STRAPPING 1
.1 1, L SCHEDULE SHEET F-8 OR WOOD
- FED.SPEC. SHIMS TO LEVEL OFF BUILDING.
ALL SKIDS ON 6RADE QQ SIBI-H USE UP TO 3 BLOCKS TO LEVEL
VERTICAL ANCHOR TIE DOWN h!Prnwlion
G�EG"r I ON ENGINEERING DOUBLE SKIDS ON GRADE b GONG.PADS 6@1°�"p TirRui&(On
TEN51ON PART VVERT�IC+AL ANCHOR UN-LEVEL GROUND •�
F-7 SCALE:N.TS. NUMBER 59100. 7 r�E`jtION CODEREWEW
p BUILDING SKID 2
REFER TO F--I SCALE:N.TS. PmPessionat Service Indusides
BUILDING PLANS 174833rd Street
FOR 51ZE, Orlando,Florida 32838
pi 0® War,Rereaer:Wiliam I-Naary,III
g LENGTH,AND WOOD OR STEEL 5TUD WALL ICC p W500
LOCATION LA avoatuts
STRAP TO SKID REFER TO SCHEDULES ON FLSMI.79,SMP-61
DETAIL SHEETS F-4 AND F-5 FOR
WOOD OR STEEL STUD HALL -- 4 I ANCHOR SPACING "Foundation are
designed locally subject
REFER TO 56HEDULE5 ON SHEET5 F-7 SCALE:N.TS, REFER TO DETAIL 4/F-7
F-4 AND F-5 FOR ANCHOR SPACING FOR FASTENING to local approval and
REFER TO _..._._........-- —
DETAIL 4/F-7 REFER TO SHEET
FOR FASTENING F-6 FOR ANGHOR, FINISH
INSTALL AS G
FIN15H SHOWN.
GRADE
1 Irr OPTIONAL 16°x 16"x 4' E _ QUIK-5ET _ I6°x Ib"x 4°SOLID GAP II I I�
5TABILIZER PLATE _ BLOCKS REFER TO 51-HEDULE I� I
OR(2) I I I I= #59291 BY TIE DOWN _ - -i SHEET F-8 OR WOOD SHIMS
T 111 8°x I6"x 4"SOLID GAP { -- EN61NEERING OR - TO LEVEL OFF BUILDING.USE I-
BLOCKS REFER TO EQUAL.AT ALL UP TO 3 BLOCKS TO LEVEL
p SCHEDULE SHEET F-8 r ANCHOR LOCATIONS
I T REFER TO SHEET F-6 FOR
REFER TO
EACH
SFDREC01FU1RED ANGHOR5,INSTALL AS SHOWN.
SHEET F-6 ALL SKIDS ON GONG.PADS ALL SKIDS ON CONC.PADS
FOR VERTICAL ANCHOR STABILIZER PLATE VERTICAL ANCHOR UN-LEVEL 6ROUND
ANCHOR,
INSTALL A5 SECTION 3 OPTIONAL DETAIL b SECTION
SHO �51 ��
• F-7 SCALE:N.T.S. F-7 SCALE:N.T.S. F-7 SCALE:N.T.5. ,0
6-PBY DATE DESCRIPTION
THE5E PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING GODE FD[�A• •7ylSST OF 160 MPH. t.
S DATE: 6/23/15 SHEET I
COOK'POR�AHTLE�AREWOUSBS _ _
AL#30631 MS#19034 K5#21198 DIXON ENGINEERING,INC. 100 POWIAS STREET' DRAWN BY: TMM
SG#27592 NG#035985 GA#034311 SMLTLRAL B$11FBM AMJ lWfEGWN-GOA 8145 VALDOSTA,6A 31601 T .u/ LNEOKED BY: TAD
WV#071936 TX#104353 MA#40905 10410 MAIN STREET PHONE:1-229-241-8805 ':T°•. P°'•��� SCALE: A5 NOTED 1
PA#019009 VAI 045593 TNONOTOSA55A,FL 33592 �'i'iE'-'`••: T"•
TN#112161 FL#34222 VOICE:813-962-9885 FAX:813-982-2306 ANCHORING DETAILS 'O,`SS� °"'•�C����� W.O.NO: 495 067 2l OF 28
._._-.._ -......_....... ...._._. .........__.............. .....__._._....._..... _ -_:_.-........_.._................. ...._._..._.._..:
PSI APPROVAL 2015-10-06 ""`