My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
21-1588
Zephyrhills
>
Building Department
>
Permits
>
2021
>
21-1588
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/9/2022 11:07:10 AM
Creation date
5/9/2022 11:07:09 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
21-1588
Building Department - Name
COLON,RAFEL & OROZCO
Address
7851 KAY MARIE AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
A - <br /> =.,"ti`;y,:^-^_-,.;in;:s� "_2„r-,_:-s;r,...' ^._:.r- --�_'n.•:,..;3 .:'.>"'-..<==yn.• _ aka <br /> _ m:F�:ti.�`l,+^=°.$�.},`-"�`<�Kx.a:Fa.-•.X:r -.�t i _L'`;.�.`:"` _ t..;z.�- _ _ <br /> : <br /> _ =�r.��i^v,. a'.':��z'_�= n4r.ivty�.x."_' ��s+` r.•�,-r�ia•��,r.� _^ ,.F:i. <br /> _ `, ����,„.,. �?w r+Y:ik:a��•°.zs?�$ •-.disc_:%C:.; '`'rS�;S-E^i13'. rr'r` �:,:�::'r:_ 3-.,. <br /> r<.tc-..-.,. -_ Y1f 2I ��' .;'!S d •1.� f,- 7 %!%l.j�y_°.:.'<.. -/'t";�•?.,y-.."*"m - <br /> �" � �1 Y.iti� s ?���,�.<K•�;r•k�•�'1� _-•�s;fl:.1rt1 1.• �rk�.�' �_ ;� <br /> 467 Swan Ave o Htih.eriwald,TN 38462 0 (gOD) 284-7437 . wwvv-olivertechnologi^es.i:om � Fax (931) 796-8811 �`�,-. � -: <br /> Mutti-Pact Configurations <br /> Soil Bearing Maximum <br /> ABS Pad Types 8"Cell Block value Load <br /> Oval 16'x.18.5'Pad 2.00 Square Feet ID 1 1055.23/AIT-06-1000 32-x 185" Single Stack 1000lb5.1 sq.R. 4006It-- <br /> Oval 32'x 18.5*-Pad Con urallon(03) 4.00 Square Feel Pad Configuration Double Stack. 2000 lbs.1 sq.R- .. 8000Its.* <br /> Oval 17'x 2T Pad_ ._ 2.50 Square Feet ID 9 1055-16-AIT-06.1.001 34'x 22' Single Stack 1.000 lbs.}sq.14 50001b5. <br /> Oval 34'x 22'Pad Carifigurailon(03) _ 5.00 Square Feet Pad Configuration Double Stack___2000 tbs.1.sq.FL 10000 lbs.x <br /> - <br /> Oval 17.5-x 25.5"Pad 3.00 Square Feet J ID 8 1055-171AIT-06-1002 .35-25.5- Side Stark. 1000 lbs-1 sq.ft_. 6000 lbs. <br /> Oval 3T s 25.5"Pad Configuration(03) 6.00 Square Feet i _ Pad Configuration __Double Stack 2000 Its.l sq.It. 1 12000 lbs. <br /> 'Concrete blocks_are only rated at 8000 pounds,8001 pounds and higher.must be double stacked. <br /> PAD ASSEMBLY <br /> - <br /> ............. ............. a4. <br /> w <br /> r1'r <br /> 'rs§-- �: „+"��yy -+.},�'._^.ryi.- � _ __ '•i�•-,"t _'7 f'Y^-.tc"v ..y 5�:''S` ___ <br /> �`4'•'l-• • _ < •- - - _ '.�..Z#-tie -4- <br /> .�-=� -- ::fir. � - - •F-�- - - <br /> -t' <br /> _ <br /> s <br /> �x Jv <br /> -STEP 1 -1 Y x 22''ABS Pad STEP 2 - (2) 17" x 22'r ABS PADS STEP 3 = Complete Assembly <br /> (34" x 22" Configuration) 34" x 22" Plulti-pad Configuration <br /> NOTES: <br /> 1. General instWctions(on reverse)apply to all multi-pad configurations. <br /> 2. The 32"x 18.5"pad configuration is formed by using-(3) 16"x 18.5"ABS Pads. Place(2) 16"x 18.5"side by side,and place <br /> (1) 167 x 18.5"on top,laid in the opposite direction to the bottorn pads. <br /> 3. The 34"x 22"pad:configuration is formed.by using(3) 17"x 22"ABS Pads. Place(2)17"x 22"pads side by side,and <br /> (1)Tf x 22-pad on top. The top pad is laid in the oppsite direction as the bottom pads_ <br /> 4. The 35"x 25.5"pad configuration is farmed by using(3) 17.5"x 25.-5":ABS Pads. Place.(2)17.5"x 25.5"pads side by side;and <br /> (1) 17.5"x 25.5"pad on top.The top pad is laid in the opposite direction to the bottom pads. <br /> F V. <br /> STATE SPECIFIC NOTES: X'' <br /> TEXAS:17.5"x 22.5"ID#1055r21 and 23.25"x 31.25"ID#1055r20 may not be installed in the State of Texas. <br /> CALIFORNIA:Use an assumed value of 1000 lb/sq.It.unless engineering and calculations are provided. <br /> ALABAMA: For the Slate of Alabama.all ABS pads shall not have more than 3/8"deflection.See chart on <br /> page one for details on correct installation in Alabama.The 23.25"x 31.25"ID#1055-20 may <br /> not be installed in the Stale of Alabama. <br /> ft'J!t•�t{•'" <br /> ENGINEER APPROVAL <br /> Revised 08.08 12 Page 2/2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.