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O <br />cA <br />RIDGE VENT <br />12 <br />r J <br />o.. <br />O <br />MEN <br />WIND DESIGN PRESSURE SCHEDULE <br />OPENING <br />P061TIVE <br />NEGATIVE <br />OPENING <br />ICI ;r <br />i <br />�I ill <br />( A) <br />21.20 <br />RIDGE VENT <br />16" OH <br />12' OH <br />1? OH <br />.. . . . . . . . . . . . . . . . . . . r =M . . . . . . . . . . . . <br />. <br />DECORATIVE CEMENTITOUS FINISH _ _ <br />LEFT ELEVATION 1/4" <br />RIDGE VENT <br />RIDGE VENT <br />12" OH <br />. . . . . . . . . . . . . . <br />-----------------•---- ------ --- _- ____-- --- -- --- ---- ----- ---- --- ----------- -- -- - ----- --- ----- ---- ---- -------- DECORATIVE CEMENTITOU FINISH •- - --- ---------------- <br />RIGHT ELEVATION 114" <br />12 <br />16' o ff <br />DECORATIVE CEMENTITOUS FINISH . . <br />REAR ELEVATION 1/4" _ 1 '011 <br />THE GLINT 1 AVERBTANDS THAT THIS DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREE6 TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOS8E6 AND <br />EkFEN6ES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C08T OF <br />REPAIRS OR Dl1AY TO THE CONSTRUCTION <br />IT WI BE THE RESPONSIBILITY OF THE CONTRACTOR <br />/OWNER TO PROVIDE DOCUMENTS SHOWING THAT ALL <br />WINDOWS AND DOORS ON THIS SPECIFIC J013 MEET THE <br />DESIGN PRESSURES STATED ON PLANS, <br />WIND DESIGN PRESSURE SCHEDULE <br />OPENING <br />P061TIVE <br />NEGATIVE <br />OPENING <br />POSITIVE <br />NEGATIVE <br />( A) <br />21.20 <br />-73.00 <br />(1) <br />20.80 <br />-21.20 <br />(B) <br />2L20 <br />-23,00 <br />(�� <br />s1,�c1 <br />.0,60 <br />(0) <br />20,60 <br />-71.20 <br />(K) <br />21.80 <br />-23.60 <br />(D) <br />21.00 <br />-21.38 <br />(L) <br />21.20 <br />-71.96 <br />(9) <br />20.80 <br />-71.60 <br />(M) <br />21.20 <br />-21.96 <br />(F) <br />21.80 <br />-23.60 <br />21.20 <br />-23.00 <br />(G) <br />20.80 <br />-21.20 <br />(0) <br />21.80 <br />-29.10 <br />(H) <br />21.00 <br />-2138 <br />Q� Y <br />N1 N <br />� <br />z o <br />z <br />4 1 6 11 <br />lL) <br />SH EGRE88 <br />1� <br />N <br />N <br />0 <br />lu <br />t O <br />L <br />BED #2 <br />FLAT CEILINGS <br />2 ' �O <br />4 1 a 11 <br />N <br />B ED �I <br />FLAT CEILINGS <br />I HOUR FIRE WALL <br />RAT 0 2 0 <br />AT CEILINGS <br />10' 4" <br />30' O" <br />#6 VERTICAL RODE FROM <br />FOOTINGS TO BOND BEAM <br />ABOVE <br />I • , m <br />• 1. Ll <br />n O - <br />1 _ <br />n <br />♦ 1 _ m <br />, � C <br />.I <br />4 8 1, �, �� 0 .1 <br />0 <br />0 <br />g <br />♦ <br />11 <br />1 1 I <br />(V <br />N OS <br />Pi I <br />to <br />oB� <br />- - - -N tV <br />o <br />O �oBF _- <br />0 - <br />00 BATH 0 0 <br />2 1 --- <br />Cn <br />04 <br />11 2 I I 4' 111 <br />BED1 iv <br />FLAT CEILINGS <br />0 <br />CIl <br />DINING RM <br />VAULTED CEILNGS <br />3' 5 11 C3 9 11 <br />DINING RM <br />VAULTED CEILINGS <br />• d' <br />\ <br />\ <br />a <br />w� <br />Q. <br />I, .4 x <br />6 <br />h * <br />x <br />n O <br />3 <br />O <br />12' 9" <br />LIVING RM <br />VAULTED CEILINGS <br />N <br />N <br />2 SH EGRESS <br />51 411 (A) <br />VOL 2 X 12 0 2 PINE BEAM <br />WITH ONE LAYER 1/2" PLY - <br />WOOD IN CENTER <br />13' 4" <br />3' O" To <br />I; 25 SH CC) 1 <br />ENTRY ;I <br />I � 11 4 11 1 1 4 11 ; I <br />1 <br />4 X 4 P.T. P08T <br />10' a" <br />v <br />SIMPSON MBHA3.6 111.26" HANGER <br />SECURED TO WALL USING 3/4 "X8" <br />ANCHOR BOLT AT ALL BEAM TO <br />BLOCK LOCATIONS. BOLT TO BE <br />3 3 16" FROM EDGE OF BLOCK WITH <br />MINIMUM 3000 1 POURED CELL <br />30' O" <br />FLOOR PLAN 114" 1 1011 <br />i_l• \'rITHALL ALL E XTERIOR WALLS ACT AS SHEAR WALLS <br />C BUd -DL \C <br />NATION.',L LLL,."IiuC CODE AN <br />0171 OFLEPHYP.1liLLS0ZllL\ANCES ARKAY ENGINEERING INC. <br />♦ STRUCTURAL ENGINEERS <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 31296 <br />PLANS P�• / <br />GATE_._ -_" - 4v- 0 f <br />4 <br />� i-A� L IVING RM <br />VAULTED CEILINGS <br />Q 1 OII <br />1 HOUR FIRE WALL <br />NO <br />(9 - -� -- ° - - - - -, (G) 4 <br />o 0 1 <br />WATER ENTRY <br />HEATER REP <br />L IG RANGE <br />L KITCHEN <br />8 = 0 VAULTED CEILINGS m <br />° cN <br />N <br />3 1 9 11 211 �� �II i - i - <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001 <br />FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPH FASTEST <br />SPEED <br />0 N <br />Z N � uJ <br />N a Lq N J <br />Z °- r>! a <br />x <br />00 uj <br />on ce <br />0 ~O 0 <br />3 =�Nas <br />} W N Q <br />ri z N <br />In M W <br />9 W G <br />V <br />19 <br />0 <br />dlcv# � <br />n <br />� <br />X� <br />0. p`C <br />'4 <br />Q <br />Q <br />Q� Y <br />N1 N <br />� <br />z o <br />z <br />� <br />Q <br />v tc <br />:z <br />0 <br />04- `D <br />�O <br />o <br />�v� <br />N <br />UNIT 8 1 <br />LIVING 816,0 <br />ENTRY 42,6 <br />T O TAL 85&.6 <br />UN IT" � <br />LIVING 800.0 <br />ENTRY 20.0 <br />TOT a20.O <br />TOTAL 1618.6 <br />1 OF 4 <br />ARKAY 0753 <br />