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� <br />� <br />� <br />� <br />rL <br />0 <br />DECKING SCREWS THROUGHOUT, UNLESS <br />NOTED OTHERWISE <br />E WHERE STANCHIONS ARE CUT INTO <br />'"HE DECKIN(j', IHERE SHALL BE NO <br />OVERCUITTING OF DECK MATERIAL. <br />NOTE: BARK <br />SIDE UP <br />11 <br />SECTION A —A <br />� <br />� <br />� <br />� 2xO DEC <br />RIP DECI <br />!NTER|0R <br />� 5PL|NTEF <br />CL <br />o <br />� <br />a <br />/ <br />� <br />� <br />v <br />� <br />~ <br />^ <br />r <br />o <br />� <br />� <br />� <br />/ <br />� <br />� <br />8 <br />STRUCTU�AL FF <br />BELOW; DASH[ <br />� FOR CLARITY <br />� <br />Q <br />� <br />� <br />�n <br />/w <br />� <br />STA�FNAILS TO PREVEN <br />T <br />NT <br />rn.,,n=p cr�.urro <br />. <br />1`-_' <br />—r <br />N! A| | | K] _` r` \ 7-7-[-r`k | <br />2X6 D[CK|N� <br />./2' epou)ng, typ, <br />A <br />� <br />PROVIDE' HANDRAIL AT ALL <br />�AMPS WXT� SLOPE GREATER <br />_TA <br />7- A| i <br />SCA[L 1/9" <br />HANDRAIL -- <br />'WHERE INDICATED <br />ON PLAN <br />2x6 �� od�t U � <br />w/ 1/2".0 bolts. <br />butt roUu at alternate <br />stanchions ~ <br />4x8 ytonchion <br />-secure to exteror <br />ioist vv two 1/2^Othm — <br />43 cross beam <br />each, side or piling <br />meCto plle . <br />L-wo,J/4'a �hru bolts <br />�� 4' gag* each way <br />48 Joists (4 total) <br />oqum/y opnoon <br />40 solid h|kg <br />o,ver oross bmy, <br />of, ands of ��oh:r <br />8^0 timber <br />2X5 X BRAC G WHERE RE |RED <br />3L(I'U1RL KJ P|UNC 3/4'w lHRU <br />B0LT3. TYP�; �RONDE S0UD <br />� <br />� 1/2^ <br />TOP RAL5 AND <br />STANCH|ON SEE <br />12^0 CARRIAGE 3OLT <br />�� 2'-O^ OCTHROUGH <br />|NTERMED|A"TE RAIL <br />|NT[�WED�TE RAIL AND <br />CARRIAGE BOLT,- SEE <br />TYPICAL 5[UK')N <br />'A R' / ! 7- <br />int ediate ra <br />48 cross bonm <br />each Side oi Pilling <br />-soosre,�n pile w/ <br />t�o hru b:| �/4� ttl <br />KAl <br />2X6 ^"°,,,,".` ","^�� ,. <br />ists <br />W/1/4" SPACING AL._Rr°'E o'xnu`/vnaZa <br />bevel cnd sund <br />leading edae <br />it <br />stanchions <br />100 <br />- - 2X6 DECYING TYP, <br />� / <br />secure exterior �^ 5PAC|NG <br />, , 1/�4 <br />� <br />top of deck <br />|l�'w two ^ /2^0 <br />y,Y elev. /30 <br />Uhrubolts @4 oge <br />4x8 crnsn boom1 P 1 <br />each side of piling <br />-soclursto pile w/ <br />two J/4,0 "hru bo{to <br />0)4^ �U <br />gage eachway <br />X-BRAC|NG; RNE0U|RED <br />��. WHEN DECK ELEkAT,0N <br />< EXCEEDS 6'-0~ AG0YE <br />>| FINISHED RADE <br />| } | ! | | <br />lz <br />,,~--mxistg groda <br />* refer to nuUn <br />ropmt for minimum <br />a��'g grade <br />piing <br />. -,. / \1 I ----------- ..................... . ....... . 7, <br />44028,357 <br />2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03117106 FHG Kirnley-Horn NOTED <br />EESSIGNIE-D BY W.. ETLAN D I M PACTS AN D AO <br />-LORIDA REGISTRATION NUMBER: <br />4. SWFWMD COMMENTS 04120/06 W25106 FHG HIDDEN RIVER SUBDIVISION <br />- . . . . .. ....... .. ........... .... 2006 KIML.FY—HORN AND ASSOCIATFS, INC. MITIGATION DETAILS <br />26C <br />DRAWN BY <br />BY <br />