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20-626
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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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c <br /> i <br /> I <br /> TABLES: TABLE 6: TABLE 7: <br /> IndeX to All Design Pressure and Anchor Quantity Tables Glass T <br /> 1-spa` Design Pressure(Ibslfl2)forXOorOXWlndows G�s1T4pe' Design Pressure(Ibslft2)for XOGrO%Windows <br /> Glass as. Reid, Design Pressure Anchor OuaNOy Rnin1.Leiel Window Buck Height RainL Low[ Window Bmk Height , <br /> �0p• All..tAll..Wafth max. <br /> H.Igh Gia Lawi RI 30' 36• 48' Se R2 3D' 36' 48' 54' <br /> Table41 Paged Toblap Pagel: 25 f0 112' +65.0 -100.0 +95.0 -100.0 +E5.0 - 0.0 +65.0 -100.0 25-1/27 +65.0 •130.0 +6&0 .130.0 +65.0 -130.0 -61.0 •130.0 <br /> so 1 a 6 13 g £g 20" +65.0 -100.0 +65.0 -100.0 +65.0 .100.0 +65.0 1-100.0 S 28' +65.0 .130.0 +65.0 g <br /> +65.0 •130.0 +65.0 •130.0 <br /> 75' S4' 1 2 7 6 14 9 .}3 3W +65.0 -tOD.O +85.0 -100.0 +65.0 A4.2 +65.0 •81.6 36- 465.0 -130.0 +65.0 +65.0 •116.5 +E5.0 -1095 <br /> ]07 93" a 10 7 15 10 m 42• +65.0 AD0.0 +65.0 -100.0 +65.0 •8.T.9 +66.0 -72.4 m 4Y +65.0 -130.0 +650 +05.0 •91.7 +65.0 -82.4 <br /> or 54' 1 6 6 13 9 x 1. +65.0 -100.0 +65.0 -100.0 +65.0 -76.5 +65.0 .0.6 41' +65.0 -130.0 +65.0 +65.0 -a5.9 +65.0 -726 <br /> OX 54" 2 7 6 14 9 6 t <br /> 7S 63' 2-4 3 10 T 16 10 1. +65.D A00.0 465.0 -100.0 +65.0 -66.8 +66.6 .56.5 60" +6Ro -130.0 +65.0 A14.8 <br /> 7T 4 11 6 i6 10 75" +65.0 -100.0 +65fr .94.9 +60.3 {A.3 +50.0 -50.0 75 +85.0 -1D9.5 +66,0 -729 <br /> 120• 60• 1 0 6 7 17 11 SEE TABLE 13 FOR ANCHORAGE '+65170 FORGlASSTYPES24 SEE TABLE 14 FOR ANCHORAGE <br /> TDX 140. 63• 2-4 3 9 7 18 12 <br /> 4 12 9 19 13 <br /> O <br /> HEADER HEADER <br /> --� �- 4'1.1AK O.C. I . <br /> SECTION DETAIL SECTION DETAIL I <br /> FOR WINDOWS WITH O 21 FOR WINDOWS WITH 0 21 <br /> LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT <br /> 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH <br /> CLUSTER DETAIL IN FIGURES APPLYTO ALL HEIGHT INFlGURES APPLY TOALL HEIGHT <br /> _FRAME TYPES 8 - - FRAME TYPES 6 - B <br /> -- CONFIGURATIONS) O 21 CONFIGURATIONS) 21 <br /> 4'MAX D.D. •�, ,� a i � Q <br /> L <br /> aRR SILL EXTENIOR SILL <br /> 4-ANCHOR a <br /> CLUSTER DETAIL <br /> sasH WIDTH SASH WIDTH <br /> 4'MAX.O.C. <br /> r <br /> MEETING RAIL e o IrG MEETING RAIL <br /> � t+-. ❑ Q <br /> 1 O 2q 25 <br /> 21 21 21 21 <br /> j� 3-ANCHOR JAMB E JAMB 6xnr=.Inc6 PRODUCT REVISED <br /> as comp ing with the Florida <br /> CLUSTER DETAIL O Building ode <br /> \711:111 I I N 1///7 NOA-No. 17-0411.09 <br /> NOTES: ��•......... , Revioad W. Cate: Rernbn,• Expiration Date 09/24/2020 <br /> 1 INSTALLED NO TABLES FORALL IYINDOWS `�a•�• ,S,'�!lfj� JR D3/27/17 Dy INSTALLEDTHROUGH THE FRAME ORINTEGRAL FIN. L10EN !Y No gl4NG957RIs SHEET. <br /> 8'MIUL.O.C. ._..L, 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK Q.' M[am /Product Control <br /> 4'MIN.O.C. I HEIGHT(SEE SHEETS 3�4).SASH SIZE IS AS PER THE �74•; No.517, 'P' R-L-d Ry Dot. <br /> FIGURE //}} <br /> 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT <br /> AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN - DweripDam a. <br /> Grvlrrl B <br /> ONTHETABLE, :Dr•• sra Eo ''Q/ DESIGN PRESSURE TABLES J ROSOWSKI <br /> /i 2-ANCHOR 4)•1l4-112-1/4'AND'1T3-113-1A'INDICATE THAT �CCS'•.jeCORIDP-:'���� 107CI TECHNOLOGY N.VENICE FL3426DRIVE Title: Date: <br /> THOSE STANDARD SASH CONFIGURATIONS FALL <br /> CLUSTER DETAIL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT '% OnALENG.`` (941}46o-i6Do HORIZONTAL ROLLER-NI 05/15/15 <br /> COLUMN.'CUST0k1'INDICATES THAT NO ///I/II n1111 COPMIGF1ro2a17PG1`INX 1AIE%IhA <br /> STANDARD SASH CONFIGURATIONS FALLWRTGN AU WGHTS u- IWB3 S-IModd: Srnle: sneec po"No, Rer. <br /> THE RANGE A.LYNN MILLER,P.E. <br /> P.Ea 56705 CEAT.OF AUfH,M296 HR-5410 NTS 6 OF 15 MD-HR5410-01 B , <br />
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