My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-21222
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-21222
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/8/2020 10:27:03 AM
Creation date
1/8/2020 10:26:52 AM
Metadata
Fields
Template:
Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
19-21222
Building Department - Name
FITZGERALD,CF & LIV TRUST
Address
6320 SILVER OAKS DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
100
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
TABLE 10: <br /> Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. <br /> Spacing for"Integral- <br /> 5-8 Sash 30'Height 36"Height 48"Height 54"Height 63 Hei ht 30'Height 36"Height 48'Height 54'Hei ht 63°Height <br /> Width 9 g g g 9 9 g 4 Fin"Installation <br /> m Head E Head E Head E Head E Head E Head Head Head E Head E Head E Anchor Anchor <br /> Reint Level (in) &Sill &Sill &Sill ' &Sill &Sill &Sill -m, &Sill <br /> &SIII $Sill ' &Sill ' Group E Group F <br /> R3 PRODUCT REVISED <br /> Anchor Group A Anchor Group C 3.S 4" <br /> as comp Ing with tho Florida <br /> 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+i 4 1+C2+1 4 1+C2+i 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 q 1+C2+1 4 augding ae <br /> z628" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Hon Wo. 17-0411.08 <br /> 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 P><P1ra<ron Date 0 9124/2 0 2 0 <br /> 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 <br /> m <br /> 67iaml=D Product Control <br /> n 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 <br /> 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2t2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 <br /> ,"ADDED NOTE TO ANCHOR <br /> >OTY.TABLES.REMOVED <br /> 75" 36,897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 GLASS 5 Fleonn TABLE 20. <br /> Anchor Group B Anchor Group D <br /> 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1-I-C2+1 4 1+C2+1 2t+C2++ 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y m <br /> 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C2+1 4 1+C2+1 21 3 1+C2+1 4 1+C2+1 0. 1+C2+1 4 'aaa <br /> 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 1+C2+1 2 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1D z o o Q o <br /> m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 >Q Q5: alp O <br /> 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+CZ+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 } z LD <br /> _ 60" 29.397 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 p v a y <br /> m -75- <br /> 75" 2 <br /> 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 -2+C2+2 4 2+CZ+2 2 2+C2+2 3 2+C2+2 14 2+C2+2 4 2+C2+2 4 z�� N o <br /> SEE TABLE 8 FOR DESIGN PRESSURE =LL r O of rG' <br /> TABLE ZO: U U CO o I-� <br /> w Z 7 =U_'Q W 'oN <br /> Max.AnchorO.C. C, z Ca J '"10 <br /> Glass Types Anchor Quantities for XD or OX Windows I:U it < cc, <br /> Spacing for'7ntegral- cl o, <br /> 6.8 Sash 30"Height 35"Height 48"Height 5V Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63"Helght 72'Height Fin"Installation Z v }~} W O <br /> Width Head Head Head ° Head Head Head a Head n Head Head Head n Head a Head F- 3 <br /> Rdnt.Leal (in) Itl Iflm A R Anchor Anchor J p <br /> &Sill &Sill &Sill &S171 &Sill &Sill &Sul &SIII &SIII $Sill &Sill &Sill Group E Group F F- Q r <br /> R4 Anchor Group A Anchor C Z nY 13=vs <br /> P P 3.2, 4" < --I f- <br /> 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+02+1 5 1+C2+1 2 1tC2+1 3 1+C2+1 4 1+C2+1 ;4 1+C2+1 5 1+C2+1 5 Q <br /> IU 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 -5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 �4 1+C2+1 5 1+C2+1 5 Z aZ <br /> 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1,C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 5 o Q O o <br /> m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 �4 1+C3+1 5 1+C3+1 5 W U 2 <br /> 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 � Q � r� <br /> 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: _ <br /> 1)FRAME DIMENSIONS elll -�sa0 saves <br /> 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 ARE BUCK WIDTH AND <br /> Anchor Group B Anchor Group D BUCKHEIGHT(SEE <br /> SHEETS 3-4.SASH SIZE IS ♦ Q �i <br /> 251/2 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2t1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON <br /> 4i 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 5 1+C2+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 1+C2+1 5 sHEETSs-8. <br /> 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1tC3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT _k No.58705 <br /> Y S4O✓VN,ROUND UP TO <br /> ci 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+03+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE �` <br /> 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+C3+1 5 1+C3+1 5 WIDTHDIMEN HEIG <br /> HT <br /> SHOV ON %0�'., ATE OF�; (40 <br /> 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 6 3)SEE SHEET 9 FORA <br /> SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE <br /> TABLES. A.LYNN MILLER,P.E. <br /> MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E.058706 <br />
The URL can be used to link to this page
Your browser does not support the video tag.