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36238 DeHa Gold Ct Lot 10
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36238 DeHa Gold Ct Lot 10
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Last modified
3/3/2025 5:51:01 PM
Creation date
2/19/2025 12:38:48 PM
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Building Plans
Street #
36238
Location
DeHa Gold Ct Lot10
Contractor
JH Central Florida LLC
Building Plans - Permit #
14080
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_EV AT 0'-0" <br />ST FLOOR FF <br />LINE OF INT. HIP <br />VAULT ---\ <br />12 <br />6 __ <br />LEV AT 8'-0"___- 1 ��- ELEV AT 8'-0" _� <br />T.O.M. -�--- - <br />TEXT <br />O° FINISCO I E <br />ROOF VENTS <br />12 (TYP.) <br />6 <br />12 <br />�6 <br />SHINGLE <br />12 ROOF <br />3 �- - <br />TEXTURED GRADE LINE <br />FINISH (ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 = 1 —0 <br />LINE OF INT. HIP <br />VAU LT <br />T.O.M. <br />URED <br />H <br />ELEV AT 0'-0' <br />1ST FLOOR FF <br />12 SHINGLE <br />ROOF <br />6 � SHINGLE <br />12 ROOF <br />INE OF INT. <br />HIP VAULT <br />ELEV AT 8 -0' _ _ ELEV AT-8 <br />----- T O.M. ---T.O.M. ----� <br />2' (1" IYP. <br />x TEXTURED Rl URN �`- <br />� E13 FINISH � Al SIDES <br />i) L <br />F.G. <br />_ ELEV AT 0 -0' ELEV_ AT 0'-0" <br />1ST FLOOR F - -- ---- --- - - --- - ----- - -- - - - - - - - - - - - -- -- -- 1ST FLOOR R <br />_q� <br />GRADE LINE <br />(ASSUMED) <br />3)LEFT ELEVATION <br />SCALE: 1 8 77 = 1 —0 <br />ROOF VENTS <br />(TYP.) 12 <br />6 <br />12 12 LINE OF INT. HIP <br />6 SHINGLE 12 VAULT <br />6 �SHINGLLE ROOF -� 3 <br />ROOF <br />ELEV AT 8'-0" _- � - ELEV AT 8'-0' <br />T.O.M. T.O.M. <br />1-742, o" TYP. r7l <br />REIURN TEXTURED a) <br />AT SIDES FINISH -101 <br />ELEV AT 0'-0" ELEV_AT 0'-0" <br />1ST FLOOR FF --- - - - - -- - ----------- ---------------------IV --- - -- 1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1'--0 <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF PLAN — ELEVATION 'C' <br />SCALE: 1 8 = 1 — 0 <br />12 <br />6� <br />LINE OF INT. HIP VAULT FALSE F.G. <br />TEXTURED <br />FINISH <br />12 1 " THK. X 6" RAISED <br />3`~SAND FINISH BANDING <br />ELEV AT 8'-0" <br />TEXTURED --- <br />BANDING <br />TEXTURED FINISH- <br />1 <br />X6 TEXTURED----, <br />BANDING <br />TEXTURED <br />BANDING <br />ELEV AT 0'-0" <br />1S-T-FLOOR-FF -- - <br />_Go <br />i <br />cc) <br />ALIGN TOP OF BAND WITH <br />BOTTOM OF WINDOW <br />X' THK. X 6" RAISED <br />SAND FINISH BANDING <br />ROOF VENTS <br />Ir (TYP.) <br />:V <br />12 <br />N <br />6F <br />1' 6" <br />jl" THK. X 6" RAISED <br />--S-AN& +%SH-EAf6Na_ <br />FRONT ELEVATION — 'C' <br />SCALE: 1 4 77— 1 —0 <br />6" FRIEZE <br />BANDING (TYP) <br />GRADE LINE <br />(ASSUMED) <br />2 1 /2 CAR GARAGE <br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE <br />USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. <br />PRE —CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON <br />DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. <br />THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS <br />PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY <br />CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL <br />PRE —CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD <br />INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER <br />OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER <br />OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. <br />t <br />MY coU <br />No 70658 <br />*. •* <br />• r <br />r . : Q <br />STATE OF <br />G.C. VERIFY <br />FASCIA CALL <br />OUT (TYP.) <br />_--__-_ ELEV AT 8'-0"-� <br />-T.O.M.--- <br />U <br />T <br />r <br />- TEXTURED FINISH L <br />-Y <br />TEXTURED BANDING <br />c-� <br />- _ - - _ - _ ELEVIT 0_0" <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />I HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />RESIDENTIAL. <br />THE ENGINEER HAS NOT REVIEWED <br />THE PRE-ENGINEERED TRUSS MANUF. <br />LAYOUT TO DETERMINE ANY LOAD <br />BEARING CONDITIONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />0 <br />z <br />Q <br />m <br />J <br />J <br />U <br />J <br />U <br />J <br />—� <br />0 <br />LL <br />J <br />J <br />Q <br />$ <br />> <br />W—�ZQ <br />Q <br />J <br />W <br />r <br />m0u�.0 <br />❑❑❑❑❑ <br />U <br />z <br />0 <br />� w <br />D w <br />Ld <br />0 0 Of <br />w <br />m �_ <br />0 c� <br />a 0 <br />J <br />Z <br />Q U <br />z <br />W0 <br />m �Of <br />W r� z <br />0 <br />0 Nm <br />m <br />_ w <br />0 <br />Z ` z <br />a /// oz <br />J �� <br />z 0 <br />ISSUE DATE <br />MARCH 2O07 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12131110 <br />02105113 <br />C <br />BLAC KPOI NT ELEVA Tl — C <br />ENABI-E_D <br />
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