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6341 Cobble Bliss St
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6341 Cobble Bliss St
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Last modified
3/21/2025 10:45:20 AM
Creation date
2/19/2025 10:57:50 AM
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Building Plans
Street #
6341
Location
Cobble Bliss St
Contractor
Lennar Homes LLC
Building Plans - Permit #
21258
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Taft <br />zo TEXTURED <br />CEMETITIOUS <br />FINISH ON CM.U. <br />(TYP.) <br />FIN15H FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br />T.OM. <br />FINISH FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br />FIBER5LA55 <br />SHINGLE PER <br />COMMUNITY 5F <br />(SEE STRUCT.) <br />12 <br />Q5 <br />LINE OF INTERIOR <br />VAULT <br />EXTENDED -TEXTURED <br />OVERHANG TOCWETITIOU5 <br />CENTERED ONFIN15W ON CM.U. <br />S.G.D. (TYP.)� <br />T.O.M. <br />HDR HGT. <br />w <br />35-5H 35-SH 35-SH I TEMP. � I 25.5H <br />* EGRESS * EGRESS FINISH FLOOR LINE <br />REAR ELEVATION - B <br />_FIBERGLASS <br />SHINGLE PER <br />COMMUNITY SPEC <br />(SEE 5TRUCT.) -7 <br />ZTEXTUIRED <br />CEMETITIOU5 <br />FINISH ON CM.U. <br />(TYP.) � <br />RIGHT ELEVATION - B <br />SCALE: 1/4" : 1'-0" <br />SCALE: 1/4" : 1'-0" <br />1/2 34-5H. <br />Q5 <br />T.OM. <br />HDR HGT. <br />FINISH FLOOR LINE <br />w <br />i� \� IV <br />''• .O �� <br />= � � NO. ea `S <br />STATE OF <br />j 0. <br />���c•. PLOR10 - <br />NA;� <br />fllll <br />DAVIS BEWS <br />DESIGN GROVP <br />W STATE STREET EAST <br />OUXMAR, R OMA 34677 <br />80. 925. 1300 T L <br />80. 92S . 1800 FAX <br />W W W.DA\/ME%V&CAM <br />TAMPA • E>EIVVER- <br />EST. 1994 <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 />NDREW 1. MEISHEID, P.E. #83217 <br />AS13ED A. AVEDIKIAN, P.E. #86623 <br />1 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 />Z O <br />O <br />N <br />CD <br />> (n M O <br />�U-)MLr) <br />tn <br />Q C) u' <br />M <br />Q V E <br />Z <br />z fa <br />w Wo <br />J O <br />tD <br />J <br />�Z <br />ul <br />Lu <br />zQ <br />O <br />zaa <br />Uzo0 <br />j� <br />Z 2zz <br />r <br />uZu�jz <br />p0Jw <br />d � p'o <br />O�LL <br />04 <br />u�ZOO <br />W <br />w <br />JLn <br />Zo <br />Sa <br />W <br />z <br />2: <br />w <br />uw_ <br />0 <br />O <br />J <br />~� <br />V) <br />uj <br />oww <br />ofw <br />ohLLZ�Lu <br />Q <br />b<� <br />6a <br /><k <br />N00 <br />N <br />aozp w O¢C, <br />F- <br />p <br />Z <br />� <br />N <br />W <br />w <br />$wig <br />N <br />oC <br /><�Zz <br />�oa <br />ui <br />Q <br />w <br />Q <br />zw <br />wLLI <br />rn <br />I� <br />Z <br />Z <br />=o <br />Rd o <br />co000 <br />Z <br />Z <br />om <br />o <br />co <br />a.� <br />SCALE : AS <br />NOTED <br />DATE : 4/8/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />304 <br />
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