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6798 Shelby Lynn Way
Zephyrhills
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6798 Shelby Lynn Way
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Last modified
2/24/2025 11:52:36 AM
Creation date
2/19/2025 9:40:47 AM
Metadata
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Building Plans
Street #
6798
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
1519
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0 <br />0 <br />I <br />0 <br />N <br />2 <br />5D—I <br />HVAG <br />UNIT <br />5 <br />5D- <br />21_01I <br />------- �� PATIO SLAB: <br />3 Y2" GONG. SLAB ON <br />c i I 6RADE (2500 PSI <br />w MIN.) W/ 6x6-W1.4xNI.4 <br />MESH OR FIBER MESH <br />ON q5% GOMPAGTED <br />I I FILL OR VIRGIN SOIL. <br />2 I 7 q I HVAG <br />SD —I I 5D—) UNIT <br />3 %2" STEP 5D—I I <br />2 1_8II'-10" <br />I I <br />I w l <br />S.G.D. REGE55 PER I • <br />MANUFAGTURERS <br />• ( INSTRUGTION <br />I � l <br />I <br />I <br />1 l � <br />• <br />12" WIDE GONG. <br />TURNDOWN EXTENDED <br />MIN, 12" BELOW 6RADE <br />l � <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL <br />LOGATION DIMENSIONS. <br />• <br />I � l I• <br />l � I <br />I I. <br />•I <br />— 13 Y2" STEP — I • <br />4 4 <br />I SD -I 5D-I I <br />I I <br />i 3 Y2" STEPan l <br />l I I I• <br />• I GARAGE SLAB: I 5D-1 <br />3 Y2" GONG. SLAB ON GRADE I <br />(2500 P51 MIN.) W/ 6x6-W1.4xNI.4 3Y2" STEP- l— <br />_� _ MESH OR FIBER MESH OVER 6 _ - - -- - - -- <br />MIL. POLY ON q5% GOMPAGTED I I <br />FILL OR VIR61N SOIL. I 6 I I • <br />• I I SD —I I <br />i I <br />I � M I 5 I I <br />L--------s--------J <br />V <br />2 <br />5D- <br />I• <br />LE6ENn <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING HALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />is EXTENT OF OVERFRAMING <br />• -- — — —INDIGATE5 1/6"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 5OLI0 <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: <br />CM i <br />Q*s, <br />AT OF <br />LLi 0 ; 4 <br />LA- <br />copyright: l!A \N ♦ <br />Q ''"""'c f ffiq <br />Structural Engineering, Inc. <br />CD <br />z <br />J� <br />W <br />W <br />Z <br />N <br />C <br />z <br />w <br />a <br />J <br />LZ <br />Q <br />F— <br />.n <br />L) <br />CrCr <br />.r ai <br />C <br />UJ <br />E <br />Q <br />> <br />JZ <br />A <br />�� <br />g <br />y <br />W <br />m _ <br />8 <br />C <br />M n <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />JSB <br />drawn by: <br />MJT <br />issue date: 01-2 <br />6-21 <br />REVISIONS: <br />date: initial: <br />C] <br />x <br />0 <br />J <br />LL <br />Lr1 <br />(D <br />0 <br />z <br />x <br />0 <br />1 <br />(n <br />z <br />� <br />� <br />(.0Q <br />� Y <br />Q <br />J J <br />20'-0" <br />SLAB PLAN <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 1/6"=1'-O" (IlxI1 SHEET) <br />sheet: <br />Fm I e0 <br />
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