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w <br />T.OM. <br />e <br />�o TEXTURED <br />CEMETITIOU5 <br />FIN15H ON C.M.U. <br />(TYP.) <br />FIN15H FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br />512 I I I <br />I 1 LL I I i I l l l l <br />I I I I I I I <br />TEXTURED <br />CEMETITIM <br />FIN15H ON C.M.U. <br />I - <br />- 1 FIBERGLA55 <br />SHINGLE PER <br />, <br />�COh1h1UNIT1' SPED <br />- I (5EE 5TRUCT.) I 1 - I2 2 5 <br />- <br />L LINE OF INTERIOR - <br />VAULT =- <br />L- <br />1I <br />EXTENDED —J <br />OVERHANG TO BE <br />CENTERED ON <br />5"G.D. <br />35-5H TEMP. 25-51-1 25-5H 35 5H <br />* EGRE55 TEMP. <br />REAR ELEVATION - B <br />5GALE: 1/4" = 1'-0" <br />T.O.M. <br />HDR HGT. <br />FIN15H FLOOR LINE <br />12 <br />-1- <br />7- <br />12 <br />FIBERGLA55 <br />5HINGLE PER I - - <br />f -COMMUNITY 5PEC - I - <br />- <br />(SEE STRUCTJ <br />�T' I <br />l=-- I LI 1 I 1 <br />- I � 1- .. <br />T.OM. _ - 1 -- - - - - I - T.O.M. <br />HDR. HGT. <br />/TEXTURED TEXTURED e <br />GEMETITIOUS CEMETITIOU <br />FIN15H ON C.M.U. FIN15H ON GM.U. <br />(Tl'P.) (Tl'P� <br />25-5H 25-5H 25-5H <br />FINISH FLOOR LINE_ _ _ _ _ _ _ _ * EGRE55 * EGRE55 _ _ * EGRE55_ _ _ _ _ _ FIN15H FLOOR LINE <br />GRADE <br />(A55UMED) <br />RIGHT ELEVATION - B <br />5CALE: 1/4" = 1'-0' <br />�wl- <br />:W w J = <br />ee'0 i <br />DAVIS BEWS <br />DESIGN GPOVP <br />M STATE STREET EAST <br />OLD6M k RARMA -W-17 <br />8L3. 925. L300 TEL <br />813.925.1800 FAX <br />W W W.DAWSBEVV&CAM <br />TANWA • DE %OVER <br />EST.1994 F =„_,_— <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P.E. #83217 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUF. LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />O <br />O <br />Z fV <br />O v r, <br />P_ 4 a_+ O <br />MD <br />M <br />Q <br />o <br />HC L <br />a <br />00 ceua <br />Q 00 <br />z§ E� <br />w Lu CD <br />J CD <br />iz <br />/n Za <br />zr <br />O zp <br />0r) uZO <br />U <br />Ilw�Z s Z saa <br />wZ <br />� f w <br />�LLN <br />W 8m�o <br />o� <br />JZZ <br />W a8 <br />o 2:z <br />5 W N <br />c~n V Z <br />p <br />Z �o <br />Q W ]L 1- <br />086 <br />Z w <br />~ 68 <br />a <br />Q <br />O Q u� <br />N Wix <br />k o I..L <br />Z N d' Lu 8 LL <br />Opp <br />Z N N DC �azLU Q <br />J Q F- ~O <br />W W p�2Z <br />�D Z Z ozg <br />o� <br />mo�0 Z Z f <br />O m �o.1 <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />VERSION NO. <br />iso <br />SHEET NO. <br />