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400 NE 102 St (10)A/C- /O / / 5T • ¶37 f G7 Lot 12 Bloch 91 I• Y f 1=. Op 41 PLIC OP MANI SHOD SEOTION HO 0 410 ,; oordi®g to the Plat thereof recorded in Plat Book 15 )moo /14 . f the %bile Reno 2 of a/pi4 Dade 0oLBfty D Plottid ,o Oksder r d30 05=45 iN) EEMYM OF SURVEY X HEREBY OEKTIPY1 That the attached ° S OH OP SURF of th® above desopibc (Id progirty im taw) and oorweot, to the beet oS ray knowledge end belief a a re. oont1y ourveyed platted der dizvotion® Roglat0red Lail Surveyor State of Florida() Jane 99 13550 . ma Soalec ch • • QkA \ tA =-- %'a`d V22 4. Q31 t G� F`P' it cola_ i• .4 t�� ■ L_ ocZM 1 \. 542" l 0 , ®a -- • • QkA \ tA =-- %'a`d V22 4. Q31 t G� F`P' it cola_ i• .4 t�� ■ L_ ocZM PANEL SPAN SCHEDULE NEIG¢JT e2:OVE c (Fr.) ALUMINUM (t) 67EEL 4AU4E .O4' .os .003" w 16 o - S 9' -2 9 -2' 9 III -11 1 -1' 5 - 15 B' - 9' - 7 1 9 I ILO' 1z - 5' IS - ZS 7 8'-0 iss-d I0-4' 1 I'- 2S - 35 7-1 7-0 8' -3 Id-o' II'-O 3S - SE 6' - Q' 7 -S 7-1U' 91- a IOL r3 - 75 di-4 6'-10' 7' -7' 9'-3 10'-3- 73 100 G - 1 1 4, 7 9 101-d LOO -,SO 5' -k' G' -3 7 -2 6' -7 9 ISO- 250 5 - 5'-10' G I -9 ' $ 1- 0 11 9 1 - ZSO 360 r 5' -I' 5 -4' G 1 -4 1 77 8''1P + FASTENER SCHEDULE I-I EIG,I -IT •vACING, 0 - 35 ' Ia5 3S- 350 1 2 1 o. c... e 1 /y . 1-l. 4 O.c. POc Lax1 PINS ! /y! 110.5S IZ. OG. .004 FULL SCALE . C75' I .e75' L 1.25 \\� \ \ \.\ \\ \� 2 0 PANEL ( 3003 -H16) w I Il �• ® LOCK RAIL 6063 -T6) LJ a •C44' (M� FULL SCALE STORM PANEL ELEVATION n w� SECTION A -A - t VecIF -b (SEE- SLUECLILE) 1.75 ® LOCK RAIL (6063 - T6) PANELS 1.25 14 SCJZE'I4 IN STAR' TAM ►IN S+IIELPS OR ° '41AR' - PINS (Se FAS I - EV.1M 4CJ4EDIJLE) O2. 1.44 'STAR pgIVE 1 1111 1 NS 101 l..l1L14.INL, PINS Oc GLJ PS € a O.G. 1 4 ' J 20 SCREW'S IN 'bTAfL" TAMPIN sOual-vy. OPENING, \'MPTIJ NOMINAL \v1D 14 IN vVUOLE FEET N 1.75 L 1.25' FULL SCALE ©LOCK RAIL (6063 -16) N.T.S. .3 ".1'- 0" 101 Id // /l( / / /// 2' 1 MIN. 111►IV4'31RSQ FOC LOCK. 07 LOCK RAIL (6063 -16) N.T.S. - S T •(pE' DI ow. - rem' r' CODUYLTION GENERAL NOTES, TYPE I& GONNFL.TON PAI.LLEL VERTICAL SECTIONS — FULL SCALE I 'hi ® HEADER (6063 -T6) FULL SCALE 1. STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH: A. THE 1988 EDITION OP THE SOUTH FLORIDA BUILDING CODE. 2. ALL SCREWS AND BOLTS SHALL BE STA)NLESS STEEL, HOT DIPPED GALVANIZED STEEL OR ALUMINUM ALLOT 2024 -T4. 7 . IT SHALL BE THE RESPONSIBILITY OFI THE OWNER TO DETERMINE THE STRUCTURAL ADEQUACY OF THE BUILDING TO WHICH STORM PANELS ARE ATTACHED. 4. SPAN SCHEDULE HAS BEEN DESIGNED FOR NON - COASTAL ZONE INSTALLATIONS. ®LOCKING PIN (6063 -T5) lO PANEL TYrE.'6 GONNELTION TYPO IGI CONUELTION • .OG3 TYp'C CONNEVf1ON N.T.S. Ilxr OO's (TYP ® HEADER (6063 -T6) FULL SCALE T N NG C.'.0. CO OFFICE ,EPTANCENO. 82 1' \VIDE .044 srC11.44, STL. CAI. FLAMED - SAE 1095 HEAT 1 ZE .TW TO 4A RZY -KVELL L ® LOCKING CLIP N.T S. 0 PANEL TYPE I E OC ME 1 c c 1l.J .TION r to z 0 1- M v L 2 d s L a 5 p1- Z X11 Jf� drewirg no 1 92 -125 cheat I OP I -D ASCOMPLYING WITH THE RIDA = UILWNGCODE NT. S TT CONTROL DIVISION LOGKINGI CLIP oR LOGIC I Ni1 OGK1Nj rl RNLI 0 LO 4(IM4 rIN ® LOCK RAIL 1 /41 BOI.T6(S. }) e. 2.'" 1 Al-UM ANC,LE �Ln N.T.S N.T.S 0 PANEL LJ' .KING, GLIr 14 Z0 SCJECWS IN , TAR ' TAMP-IN SWILL -OS OR V4 'ST*,G' DRIVE PINS TYPE 'A' CONNECTION TYPE 'C' CONNECTION N.T.S. LOGGING, Pm LOCK RN L. TYPE '8' CONNECTION KT.S WA 10 *UMW 11.4 'WAX' TAMr1 4.141V-LP OR 1,44 STARE' DONE TINS (-rem GOR ALL LOC IC RAIL CONI) I O 3- ►ANIlL ® tOGKIAIR, p 'S LOCK RAIL .O1 LOLXIN4 C-LIP N.TS. TYPE '0' CONNECTION N.T.S. 11 TYPE 'E CONNECTION TYPE ' CONNECTION TYPE 'G' CONNECTION F'70.'7DE Z:+ Row OP pxGuPS�� K( IZ O4. �{ 6.16.[x':1 ► r �.VP'i :�:;iJIQ' (Vl/+:i., L1.-.N se 'No. Pt OO10933 • t, ;fi STRUCTURAL rs q 4 LLrJC RAIL