My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
02-1441
Zephyrhills
>
Building Department
>
Permits
>
2002
>
02-1441
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 2:54:29 PM
Creation date
11/16/2006 10:06:19 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
02-1441
Building Department - Name
WARD,MIKE
Address
6439 HUNTINGTION DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
26
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
<br />CONCRETE <br />UPLIFT <br /> <br />ANCHOR <br />FOR <br /> <br />.ADDRESSING EROSION i AND <br />SCREEN WALL/SCREEN ROOF <br />ENCLOSURES <br /> <br />l <br /> <br />DETAIL @ <br /> <br /> <br /> <br />._J <br /> <br />2500 PSI <br />(MINIMUM) <br />CONCRETE <br /> <br />15 IRON ROD <br />CONnNUOUS <br />2500 PSI <br />(MINIUUM) <br />CONCAE TE <br /> <br /> <br />1) Al1.0WA6LE ROOf 6EAM ~PAN OF' 20' <br />2) fl..A T SL.OPEI 0 TO 6: 1 <br /> <br />1) Al1.0WA6L.E ROOF BEAM SPAN OF' 25' <br />2) UOOERA 1E SlOPE CONCRETE ANCHOR/8: 1 TO J: 1 <br /> <br />(2)-15 IRON ROD <br />CONllNUOU <br />2500 Pst <br />(MINIMUM) <br />CONCRETE <br /> <br /> <br />DETAIL@ <br /> <br />DETAIL@ <br /> <br />(2)-15 IRON ROD <br />CONllNUOUS <br />2500 PSI <br />(MINIMUM) <br />CONCRETE <br /> <br /> <br />,1) ALLOWABLE ROOF BEAM SPAN OF 30' <br />2) MOOERA'M SLOP! CONCRETE ANCHOR/8: 1 TO ~: 1 1) AU.OWABLE ROOF BEAM SPAN Of '\a' I <br />2) STEEP SLOPE CONCRElE ANCHOR; J: 1 AND ~E:A1ER <br />(GREAT POTENllAl FOR EROSION) i <br /> <br />GENERAL NOTES: I <br /> <br />1. HOWEOWNER MUST BE MADE AWARE OF" lHE POSSlBIUTY OF !MOSlON AND SHAU. BE RESPONSIBLE FOR MAINTENAfojCE TO FORESTAU. <br />FAILURE:. . i <br /> <br />2. THESE SlltJAllONS CAN NOT BE USED eEYOND THE COASTAL CONSlRUCllON CONTROL UNE. S1lE SPECIFIC ENGlNEfRIN~ IS REQUIRED <br />SEAWARD Of lHE COASTAL CONSTRUC1l0N CONTROL UNto ! <br /> <br />I J. ALL CONCRETE MUST MEET mE REQUIREMENTS Of' CHAPTER 18 Of mE AlUulNUU SlRUClURES UASlm PLAN 200~ EDl1lON. <br /> <br />I 4. l:IASili: MATERIAL lHICKNE5S MUST BE: 12!:lC 01" CONCRElE FASTENER EMBEDUENT, 90 IN CASES \\HERC 1l1[ [t.fOCD~CNT I~ 3,5" 1llC <br />SLAB MUST BE AT LEAST 4.':575" THICl< WHERE EMaEJ)~ENT WILL OCCUR_ I <br /> <br />5. IF' THE: ROOF BEAM SPAN FAllS YJllHlN THE PARANElEAS FOR A SPEClFlC CONCRETE ANCHOR. BUT lHE SLOPE DOES NOT, THEN THE <br />LAKUER CONCRETE ANCHOR SHAU. BE INSTAllED IN ORDER TO totEET THE SLOPE REQUIREMENTS. ! <br /> <br />3871 TAMIAMI TRAll.. SUITE E <br />PClAT CHAR LOnE, I'l 33952 <br />PHONE: (A41) 827-4il01 <br />FAX: (9-41) 82-4-2J82 <br /> <br />~ nEllllNfIII- 'Sf'RUCf'UR88 JUS7..R PUN <br />.. DDIIIEII:. &:.; @) COPrRlGHT AI. IHCDfURDfG. Ole. 2002 <br />AL ENGlNEERlNc. INC. flORIDA UCENSE #74-41 <br /> <br />I <br />I <br />PACt: 260 OF 266 <br />REviSED 4/18/02 <br /> <br />... <br />
The URL can be used to link to this page
Your browser does not support the video tag.