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20-626
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Last modified
5/6/2022 8:41:17 AM
Creation date
2/24/2022 8:15:33 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-626
Building Department - Name
SANTOS,IDALIA
Address
39352 LINCOLN AVE
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TABLE 15: <br /> Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. <br /> 1-4 Sash Spacing for"Integral- <br /> 30"Height 36'Height 48'Height 54'Height 63'Hei[42+C2+2 <br /> 30'Haight 3S'Height 46-Heigh[ 54"Height 63'Height Fin"Installation <br /> Width <br /> m Head E Head E Head E Head ItlHeadHead E Head Head Head £ Head E Anchor Anctnr <br /> Relnf.LeM:I t ) &Sill &Sill _" &Sill &SDI &Sill8 Sill 1 &SDI &Sill &Sill m &Sill � Group E Group F <br /> Anchor Group A Anchor Group C 2.5' 4- PRODUCT REVISED <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 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 as complying with the Florida <br /> Building Code <br /> In28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1• 4 1+C2+1 4 t+C3+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOTES: NOA-N, 17-0411.09 <br /> 1)FRAME DIMENSIONS ARE BUCK <br /> 36' 17.397• 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 +C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE Expiration Date 09/2412020 <br /> SHEETS 3-4),SASH S&IS AS PER THE <br /> 42'� 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+q+1 4 1+C3+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 FlGUREsONSHEETSs�s. , 9yMiami-D a Product Control <br /> 48' 23.397 1+C2+T 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+i 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+i 4 2)FORSC�ESNOTSHOVVN,ROUND UP60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 •2+C3+2 4 2+C3+2 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+24 TO THE NEXT AVAILABLEWIDTHHEIGHT 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+2 4 2+C3+2 +C2+2 2 2+C2+2 3 2+G2+2 4 2+C2+2 4 2+CZ+2 4 TABLE DIMENSIONSHOWN ONTHE ADDED NOTE TO ANCHOR <br /> QTY_TABLES. <br /> Anchor Group B Anchor Group D 3)SEE SHEET 9 FOR A GUIDE TO USING <br /> 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 THESE TABLES.28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 4)-114-12-1/4'ANo-in-113--V3' M COm36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 7+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 q 1+C2+1 4 1+C2+1 4 INDICATE THAT THOSE STANDARD WSASH CONFIGURATIONS FALLWfniM W � O Q <br /> THE SASH WIDTH RANGE W THE42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > i'u9 O Q)ADJACENTCOLUMN.'CUSTOM' KO48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1C2+1• 2 1+C-+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 INDICATES THAT NO STANDARD SASH �o zw 0 CONFIGURATIONS FALL WITHIN THE N60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2C2+2 2 2+C2+2 3 2+C2+2- 4 2+C2+2 4 2+C2+2 4 - - - <br /> -75- 36.897 2+C2+2 2 2+C2+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 � O e5 ^~ .e = <br /> TABLE I6- SEETABLE 10FORDESIGN PRESSURE =tLc' ®C7 a'n <br /> K <br /> Types Anchor Quantities for or OX Windows o W d ~J <br /> x <br /> Glass T es Max-Anchor O.C. r w v^ �� J Z �o <br /> 2-4 Sash Spacing for o>;� a DO r r <br /> Width 30-Height 36"Heigh[ 48"Heigh[ 54"HeigM51+04+1 <br /> ight 72"Height 30"Height 35"Height 48"Height 54"Height 63"Height 72'Height "Integral-Fin" Z PJ < lt.. <br /> Reinf.Le el Qn) Head E Head E Head E- Head E Head E Head E Head E Head E Head E Head - Head E LUO <br /> R4 &Sill &Sill O &Sill &SIII °, 8 Sill &Sill &Sill &SiU &Sill &Sill -&sill Anchor Group FAnchor Group AAnchor Group C 3 1" ® Q <br /> 25.1/2' i2.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+q+1 4 1+p+1 5 2+C4+1 528' 13.397 1+C2+1 2 '1+C2+1 -1 1+C3+1 4 1+q+1 4 1+C3+1 5 1+C4+1 5 � ~ Z <br /> 36' 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 o p O om 42" 20.397 NotAllowed1+C2+1 2 i+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+CA+1 =48" 23.397 -1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 U0ti ZO60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 575' 36.897 2+C2+2 2 2+q+2 3 2+C4+2 q 2+C4+2 4 2+C4+2 5 2+C4+2 5 <br /> PAnchor Group D � p1Y LYAnchor Grou B Q25-1/2" 12147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 jd28' 13.397 1-tC2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+02+1 3 1+C3+1 41+q+1 4 1+q+1 5 1+Cq+1 5 � No.587pg36' 17.397 1+C2+1 2 1+C2+1 3 1+q+1 4 1+C4+1 5 1+C4+1 5 1+CZ+1 2 1+C2+i 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+Cq+1 542' 20.397 1+C2+1 2 1+C2+1 3 1+q+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+(',q+1 4 1+C4+1 5 1+C4+1 5 ,70Q; 3� ��1r <br /> �,n STATE F" ;-��u <br /> q8' 23397 1+C2+1 2 1+q+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 <br /> c ...... <br /> 60° 29.397 2+C2+2 2 2+q+2 3 2+Cq+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2-+C1+2 2 2+q+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 SG ` <br /> 75° 36.897 2+02+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+CQ+2 5 2+C2+2 2 2+q+2 3 2+C4{2 4 2+C4+2 4 2+G1+2 5 2+C4+2 5 ' �O�AL <br /> SEE TABLE 11 FOR DESIGN PRESSURE A LYNN MILLER P.E.LL j MINIMUM ANCHOR QUANTITIES SHOWN, A ANCHORAGE MUSTALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. PER 66705 <br /> i <br />
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