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FIBERGLASS <br />SHINGLE PER <br />COMMUNITY SPE <br />12 (SEE STRUCT.) 12RAiVII(,q� <br />`P� �GENSF•�0����i <br />=y• 0.8 23 •Z= <br />LINE OF INTERIOR * '* <br />VAulr 12 3o <br />t.OM. T.O.M. A' •,. 4OR1� <br />HDR. HGT. ����I11111111�1� <br />/TEXTURED EXTENDED - <br />CEMETITIOUS OVERHANG TO BE <br />FINISH ON C.M.U. CENTERED ON TEXTURED ro <br />ITYPJ S.GD. CEMETITIOUS <br />FINISH ON G.M.U. <br />ITYPJ <br />25-5H 35.51-1 35-51-1 35-5H <br />FINISH FLOOR LINE * EGRESS TEMP. EGRESS * FIN15H FLOOR LINE <br />GRADE LINE <br />(A5SUMED) <br />REAR ELEVATION - A <br />SCALE: 1/4" = I'-0" <br />R/S <br />12 <br />a5 <br />12 a5 <br />5[ FIBERGLASS <br />SHINGLE PER <br />COMMUNITY SPE <br />(SEE STRUCT.) <br />I <br />2'-011 <br />TEXTURED FINISH <br />STUCCO ON <br />SHEATHING (TYP.) T.O.M. <br />HDR. HGT_ <br />ZTEXTURED <br />GEMETITIOU5 <br />FINISH ON G.M.U. <br />(TYP ) <br />I/2 34-SH. <br />FINISH FLOOR LINE FINISH FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION - A <br />SCALE: 1/4" = I'-0" <br />i <br />DAVIS BEWS <br />DESIGN GROVP <br />150 STATE STREET EAST <br />OLDWAR, FLOR.IDA 34677 <br />813.925.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEW&COM <br />TAMPA • DENN/ER. <br />EST.1994V <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />1.877.6VORTEX (686-7839) <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />A,NDREWJ. MEISHEID, P.E. #83217 <br />ASBED A. AVEDIKIAN, P.E. #86623 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R3010F THE FIL A 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 />II <br />O <br />Z CD <br />O O <br />>(,!)MO <br />� U-) <br />5-a)�2Ln <br />L_ LL <br />Q <br />oC U Q 00 <br />Z ro <br />w Z o I- <br />wo <br />J � <br />mi <br />0Z <br />O <br />� <br />L� <br />Lu <br />rr^^ <br />VJ <br />a� <br />0 <br />WQwy <br />u400 <br />zu < <br />�o�z <br />Q <br />�C�U) <br />a <br />a�Lo <br />O LL <br />W <br />LL'N <br />moo <br />zz <br />r0 <br />2: <br />w <br />OU <br />H <br />F--I <br />ce-i <br />w�J a <br />N <br />z <br />Q <br />Q <br />z <br />owo <br />o <br />L o <br />LL <br />u < 2: <br />o <br />�Wo� <br />z<LLu <br />W°zQ <br />0 <br />z <br />N <br />W <br />< 0 <br />I =' � <br />�8O¢ <br />W <br />di <br />�Luw� <br />i <br />Q <br />Q <br />=) <br />O <br />0000 <br />z <br />z <br /><o LL <br />° <br />44 <br />00 <br />z <br />z <br />ado <br />o <br />IV <br />g <br />g <br />om <br />r-, <br />m <br />a <br />0- <br />SCALE : AS <br />NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />