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12 <br />5� <br />VINYL 61DI <br />• • • • • . , .. .. .. .. • <br />DECORATIVE CEMENTITOUS FINISH. . <br />------ . - - -- -- - -- ---------- - - - - -- _ -- <br />11 <br />VINYL <br />0 <br />RIDGE VENT <br />RIDGE VENT <br />It OH 14' 014 <br />• DECORATIVE CEMENTITOUS FINISH <br />LEFT ELEVATION 114 <br />RIDGE VENT <br />RIDGE VENT <br />Ir OR I I w off I . . . . . . . . . , . . . I I �• ,,li <br />F7/ � l <br />. . . . . . <br />----------------•--------- ------ -- ----- ---------- - - - --- -- <br />. . . . . . . . .. . . . . . . . <br />DECORATIVE CEMENTITOUS FINISH <br />•-- ---- ---- -- ---- - -- - -- - - -- ----- ----- --- •- - - - - -- - - - -- - - - -- ---- - - ---- <br />RIGHT ELEVATION 114 x 11011 <br />12 <br />>3 <br />6' OH <br />• . • • .DECORATIVE CEMENTITOUS FINISH . • .. .. .. .. .. .. . . <br />� -_• � --- ••• - - -T --•- -- ,---- •-- •----------- --- - - -•-- - - -- -- ---•._.---------------------------------------------------- <br />REA .' EUE"VATION 1/411 c 1 1 0 11 <br />e— i VT UNDER6TAND6 THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />A•.sREM - 0 HOLD HARM1.E66, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L066E6 AND <br />EXPENOtO (INCLUDING REASONABLE ATTORNEY K26) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DE&tGNER WILL H GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COOT OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />IT WI 158 THE RE$PONOISILITY OF T148 CONTRAGIOR <br />/OWNER TO PROVIDE DOCUMENTS SHOWING THAT ILL <br />WINDOW$ AND DOOR$ ON THIS SPECIFIC JOB MK81 THE <br />DESIGN PRESSURES STATED ON PLANS. <br />WIND DESIGN PRESSURE SCHEDULE <br />OPENING <br />POSITIV8 <br />NEGATIVE <br />OPENING <br />POSITIVE <br />NEGATIVE <br />( A) <br />21.20 <br />-23.00 <br />(1) <br />20,80 <br />.21,20 <br />08) <br />21.20 <br />-23100 <br />fJ) <br />11,80 <br />42,00 <br />(C) <br />20.80 <br />-91.20 <br />(K) <br />21.60 <br />-29.6p0 <br />(D) <br />21.00 <br />- 21,58 <br />(L) <br />21.20 <br />- 21.86 <br />(E) <br />20.60 <br />-22.60 <br />(M) <br />21.20 <br />-21.86 <br />(F) <br />21.80 <br />-23,60 <br />21,20 <br />-13.00 <br />(0) <br />20.80 <br />- 2 1 .20 <br />(0) <br />21,80 <br />- 29.10 <br />(14) <br />21.00 <br />1 - 21.58 <br />cA <br />O <br />4 1 8 11 <br />2 <br />10' 4" <br />30' O" <br />-- E7 <br />'ID VERTICAL RODS FROM <br />FOOTINGS TO BOND BEAM <br />ABOVE <br />(L) 1 (K) I (J) <br />2 SH EGRESS 32/ SH TF-MP 23 SH <br />I i O <br />I 1 <br />p <br />O eED *2 I I I <br />FLAT CEILING6 r k3ATN O S <br />-.1 e <br />O <br />2 1 1011 0 <br />I <br />� KITCHEN - <br />VAULTED CEILING& O <br />I 4 <br />I <br />I <br />I <br />OeF, 1 <br />1 <br />x if I <br />N DINING RM <br />40B VAULTED CEILINGS <br />2 1 6 " _ 4 811 41 N 7 011 3 1 5 11 9 1 9 11 <br />cA <br />O <br />0 � <br />P-1, <br />LIVING RM <br />E3ED1 VAULTED CEILING6 <br />i <br />FLAT CEILING6 <br />8 ' 011 p r �` 8 1 011 <br />I HOUR FIRM WALLLL / I HOUR FIRE WALL <br />0 <br />WATER ENTRY I <br />HEATER R RANGE i _ 1 <br />FLAT CEILING6 ( u- KITCHEN ° <br />CA VAULTED CEILING6 m <br />o iV <br />N <br />y / 11 31S11 1 211 - <br />1 1 1I I <br />I 1 I <br />tV <br />OBF I le s <br />I <br />(� C4 <br />DINING RM <br />co E3ATH 0 0 VAULTED CEILING6 <br />8' I I" i11 2 <br />(V <br />_ (V <br />wvv <br />� 2 41 111 12 ' - <br />550 # 1 LIVING RM <br />VAULTED CEILING6 <br />FLAT CEILING6 <br />s <br />cA <br />O <br />2 SH EC;RESS <br />r' 411 (A) <br />DBL 2 X 12 01 PINE REAM <br />WITH ONE LAYER 1/2' PLY - <br />WOOD IN CENTER <br />13' 4" <br />90 <br />- - v 3 1011 <br />r � -- Ilk <br />I <br />I 25 SH (C) <br />II ENTRY ;I <br />1 4 " 1 . 4 11 <br />I <br />4 X 4 P.T. POST <br />10' 8" <br />SIMPSON MHHA3,D/H.2D' HANGER <br />SECURED TO WALL USING 3/4 <br />ANCHOR BOLT AT ALL BEAM TO <br />BLOCK LOCATIONS. BOLT TO BE <br />6 1 O 11 D 5 /0' FROM EDGE OF BLOCK WITH <br />MINIMUM 3000 PSI POURED CELL <br />FLOOR PLAN 1/4 s 11011 <br />A EXTERIOR UJALLS ACT AS SWEAR UJALLS <br />ALL WOS TALLCUiv ,-LYWITHALL <br />pnV AUI NG CODES, FLORIDA BUILDUN ARKAY ENGINEERING INC. <br />CODE NATIONAL ELECTRIC CODE ANi: STRUCTURAL ENGINEER8 <br />CITY OF ZEPI- jW -LS U:="' NOES <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 31296 <br />I HERBY CERTIFY THAT THESE PLAN$ AND SPECIFICATIONS <br />WAS PREPARED 13Y M8 OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001 <br />FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 80 MPH FASTEST <br />SPEW <br />m <br />1 <br />fjo v <br />x ' 9 <br />oil <br />0 z <br />N (j <br />Z <br />LLI <br />w <br />m 4 <br />0 <br />�.* . <br />3 =�Nas <br />w <br />z <br />W <br />0 <br />r� ~ <br />�- z <br />v <br />Q� <br />O <br />'4 <br />3 � <br />O � A <br />Q <br />� n <br />z o <br />z <br />A Q <br />v <br />r � � <br />�' <br />N <br />tz <br />:z <br />im t <br />o �v <br />m <br />C4 <br />UNIT 0 1 <br />LIVING 816.0 <br />ENTRY 42.6 <br />TOTAL 858,6 <br />UNIT 02 <br />LIVING 800.0 <br />ENTRY 20.0 <br />TOT 820.0 <br />TOT 1616,6 <br />PG <br />1 Of: 4 <br />ARK4Y 10 7531 <br />