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HomeMy WebLinkAboutDrawing • MIII IMMIIII IIIIIIMMINIMMIN EMINNIMMINE 111011111111 - INNIIIIIMIM sillIN mmlislolmoolo INNIIMMIIMI 70"MAX. 70"M!✓ imminloolmili Tommalimi ININ MINENINII 96"MAX. siimi ImilIMIIMII imili miimmINM immil iiiiimilli MINI Nimmmionnom ilmlinINIIMMII sallINIIIII DOUBLE PANEL WIDTH 80"MAX.(SEE FL8523) TRIPLE PANEL WIDTH 120"MAX.(SEE"FL8523) imINIMIIIII=SINGLE PANEL WIDTH • 42"MAX.(SEE FL8523) 5/16"DIA.(MIN.)S.S.EYEBOLT EXIST. (SEE NOTES FOR TYPES) CONCRETE/WOOD/CMU STRUCTURE I / PART"E"(SEEP 0.T 3D" SEE FL8523 • ) SEE NOTES / ( ) APART"H"(SEE FL8523) A % PART"A"(SEE FL8523) NOTES: NM . 2. SEE FL8523 R4 PRODUCT APPROVAL FORA LIST OF ALLIS MATERIALS 111.1111.1M3. THISISAN ALTERNATE METHOD FOR THE°HURRICANE POSITION" 4. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1886-05, ASTM-E-1996-05,&ASTM-E-330-02,AND ASCE 7-10 1"'fff 5. PLEASE SEE FL8523 PRODUCT APPROVAL FOR PROPER WALL /8°MINI,5/8"I, ATTACHMENT METHOD&MAXIMUM PANEL SIZES EYEBOLT NOTES: 1. TYPES OF EYEBOLTS THAT MAY BE USED: 1.1. 5/16"X 2°LAG STYLE WITH 3/8°LEAD TYPE,SPREADER INSERT WITH 2"EMBEDMENT(MIN.)INTO CONCRETE/CMU STRUCTURE . 1.2. 5/16"X 3"SHOULDER STYLE EYEBOLT DOWEL&EPDXY 3"(MIN.) 1.3. 5/16'EMBEDMENT X 3° M N.)LAG CONCRETE/CMU STYLE INTO HOST WOOD STRUCTURE \�,,1``1�11LI�11��II,, 2. MIN.EMBEDMENT MUST BE INTO HOST STRUCTURE(NOT FASCIA, - \\\\ 0`-•��sJ�O�Q��/�� STUCCO,SIDING,ETC.) �`-��y, J 8f••••)/.1ii 3. MINIMUM OF 304 STAINLESS STEEL MUST BE USED(HIGHER GRADES RECOMMENDED) .. ' •\ ALTERNATE LOCKDOWN ATTACHMENT METHOD ��LE f1 pvt>5 OCKgN•S 1ETtiOD FOR SIORI `��'' PROTEM ',•• ':,I OFSIGI$ED 1N ACCORDANC PM = SECTIION L1 -lc .F'/ 2 0 FLORIDA BUILDING COI :ATE ••.. SPR, -ate N6�FWORPOS4AdON SHORT.PE Ft P.E MON