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36819 Precita Terr
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36819 Precita Terr
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Last modified
3/21/2025 11:04:33 AM
Creation date
2/19/2025 8:00:41 AM
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Building Plans
Street #
36819
Location
Precita Terr
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
2941
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0 <br />P's <br />2 <br />5D- <br />55'-0" <br />1. 13'-0" 12'-0" 10'-0" <br />LANAI 5LAB: ,� * — — — — — — — — <br />3 I/2" GONG. SLAB ON ��i' <br />GRADE (2500 PSI I 12" WIDE GONG. <br />MIN.) N/ 6x6-N1.4xN1.4 I - <br />TURNDOWN EXTENDED <br />MESH OR FIBER MESH I N I MIN. 12" BELOW GRADE <br />ON q5% COMPACTED L <br />FILL OR VIR61N SOIL. <br />q <br />2 HVAC <br />5D-I 5D-I 3 Y2 " STEP I 5D-I UNIT <br />ON <br />CONCRETE SLAB: <br />3 y2" GONG. 5LAB ON <br />GRADE (2500 PSI MIN.) N/ <br />6x6-NI.4xNl.4 MESH OR <br />FIBER MESH OVER 6 MIL. <br />POLY ON q5% COMPACTED <br />FILL OR VIRGIN SOIL. <br />10'-2 1/4" <br />•I <br />�Wxl(b" THICKENED <br />10 5LAB UNDER <br />5D-I BEARING WALL <br />• I (TYP.) <br />2 <br />5D- <br />• •' <br />m <br />0 <br />N <br />5.6.D k RECESS PER —� <br />MANUFACTURERS <br />INSTRUCTION <br />� I <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DONEL <br />i LOCATION DIMENSIONS. <br />181_6 <br />If <br />�— -----3 yen STEP - <br />STEP VARIES <br />I <br />i <br />I I <br />5D-I I <br />6 <br />5D-I, <br />r <br />I <br />L <br />GARAGE SLAB: <br />3 /2" GONG. SLAB ON GRADE <br />(2500 PSI MIN.) N/ 6x6-N1.4xNI.4 <br />MESH OR FIBER MESH OVER 6 <br />MIL, POLY ON q5% COMPACTED <br />FILL OR VIR61N SOIL. <br />24"x24"xl2" PLAIN <br />GONG. FT6. N/ TOP OF <br />FTl 12" BELOW TOP OF <br />HOUSESLAB (TYP. OF 2) <br />J <br />15'-6" <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: I/8"=1'-0" (IIxI1 SHEET) <br />I <br />I• <br />I <br />• • <br />V <br />2 <br />5D- <br />I <br />LE6ENi7 <br />® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />M -. -.-i <br />I: :I EXTENT OF OVERERAMING <br />• -- -—INDIGATES 1/8"A" 5AN GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINPORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SGHEDULES <br />8 <br />FP <br />77824 <br />824 ` � •�.n <br />1 <br />er <br />1 <br />6 <br />1 <br />STATEOF p9 a <br />.® <br />t.� <br />© copyright: MUL404 UnAO\� <br />Structural Engineering, Inc. <br />z <br />Z <br />JW <br />W <br />W <br />z_ <br />0 r <br />z <br />W <br />J i <br />E <br />z� <br />v <br />Cn •� j <br />ZQ a. <br />,J Cl) CD <br />z <br />W ti <br />� O � <br />Cl M th <br />W C N <br />C+7 C1 <br />Mir <br />M&K project number: <br />068-1 9029 <br />project mgr: J S B <br />drawn by, BC <br />issue date, 09-1 5-21 <br />REVISIONS; <br />date: initial; <br />d <br />0 <br />a <br />O <br />.a <br />LL <br />LL.i U' <br />� z <br />0 � <br />a <br />Q <br />Z p <br />0L <br />d U <br />(J� LLJ <br />J J <br />sheet: <br />Fm 1.o <br />
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