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38401 12th Ave
Zephyrhills
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38401 12th Ave
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Last modified
3/3/2025 6:38:25 PM
Creation date
2/18/2025 3:25:11 PM
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Building Plans
Street #
38401
Location
12th Ave
Contractor
Masko-Craft Construction
Building Plans - Permit #
21550
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,III ,' ,1111 <br />Ix P.T. BASE NAILER <br />BASEBOARD <br />6x6 W1.4xW1.4 WWF <br />z <br />=&A <br />—4"x4" INSPECTION PORT AT <br />/ EACH FILLED CELL TYPICAL <br />E <br />m 571D. 1100 HOOK <br />N (EE DETAIL) <br />vN <br />j\ Z d� Z <br />6 MIL VAPOR / ° / ���� N - _ <br />BARRIER \// \�\�\ <br />MIN. C\GLEAN POISONED AND COMP. <br />(2) #5 REBAR CONT. SOIL. (COMPACTED TO "115966 MODIFIED <br />ON 5" CHAIRS TYP. 16 PROCTOR A5TM D1557) <br />U.N.O. <br />CONTRACTOR TO PROVIDE 501L TREATMENT <br />DOCUMENTATION TO INSPECTOR FOR REVIEW. <br />�c TYPICAL FOOTING DETAIL <br />0-2 SCALE: NTS <br />SIMPSON 5P1 <br />2X4 WALL W/ 5/8" <br />TYPE X DRYWALL <br />2X4 P.T PLATE <br />SECURED TO SLAB <br />WITH 3" TAPGONS 4" CONCRETE SLAB <br />EVERY 24" REINFORCED WITH 6 X 6 10/10 <br />WWF OR FIBER REINFORCED <br />I / <br />HOUSE SLAB F.F.E <br />GARAGE SLAB <br />a <br />GRAVEL BASE 6: — FIBERME5H OVER 6 MIL. <br />POLYETHYLENE VAPOR <br />16" BARRIER <br />3000 P.B.I. CONCRETE FOOTING <br />w/ (2) #5 BARS @ 6" 5PAI ING X <br />CONTINUOUS <br />B DETAIL AT FRONT STEPS <br />0-2 SCALE:1/2"=V-0" <br />to <br />BLOCK NALL BEYOND <br />EXPANSION JOINT <br />O.H.D. RECESS <br />° <br />D c D n <br />° D <br />(2) #5 CONT. <br />G DETAIL AT GARAGE DOOR <br />0-2) SCALE: NTS <br />cq <br />N <br />A <br />D-2 <br />is <br />4'-4" <br />25' <br />6-8" <br />5'-6" 2'-11" <br />2' <br />F_ -1 -----�----8--� — —�-----------i---- <br />��-T ----— — — <br />— — <br />— — ---- <br />ITT— <br />1', <br />I <br />�)1j <br />Li u <br />80 <br />1 1 <br />LI <br />M <br />I t -3" <br />SLAB <br />1 3'-2" I <br />I I <br />I <br />I <br />LL__JL - - -J I <br />I <br />n <br />I; <br />I <br />I( I I I I <br />L-- <br />I <br />-��--�I <br />�L-----J <br />--------_---_] <br />T <br />—L <br />II I I <br />II I <br />I III I <br />164" y I <br />I <br />II <br />i <br />I I <br />I I <br />I I ` ice$.-11 <br />I II <br />I I II <br />J <br />15'4" I� •_ II" II it <br />I I II <br />I <br />I i r- -lid H� II II <br />I II <br />I I <br />16' \V1 r-- <br />I <br />I <br />i <br />11 I�_�11 I i <br />I <br />I <br />I II <br />i t II <br />L _ _ J t <br />Ls - <br />�- I----71 i----I-----------1-+-� <br />I ELECT. CONDUIT FOR ISLAND POWER I it <br />L <br />rL__J L__ L__ <br />J <br />I <br />—� <br />I I I I <br />I <br />I <br />lI <br />' L10a8' NAVO <br />I <br />II <br />I <br />I <br />--- <br />n <br />I I <br />I <br />I I <br />I I <br />I I <br />I - - <br />( I <br />13'-4 <br />1/2" WASHER DRAIN <br />11 <br />I <br />I <br />II I I <br />I 91 t l <br />I I <br />II I I <br />I I II I I <br />I I <br />_j <br />I M--fit I t <br />� IH I( <br />I <br />L----------- <br />I <br />1 <br />-- I I <br />T I� — '� — 1- I— <br />( I <br />I <br />L----- <br />-------- - --F-L _j h�=_J, 1 <br />I <br />I I <br />_ I <br />F �� I I i I <br />1 WH I IL _JI C� <br />II <br />I I <br />; i D-2 <br />I <br />D-2 I <br />I 1 <br />---------- I I— — <br />— -I I <br />I <br />I <br />I FL <br />i <br />) <br />I <br />I <br />I <br />I <br />-3" SLAB <br />i <br />I <br />I <br />I <br />I � <br />100' NAYU <br />I <br />I <br />i <br />II <br />I <br />I' <br />I <br />D-2 <br />I� <br />— — — <br />— — — — — — — — — — — — — — — I <br />I <br />2' <br />16' 2' <br />15, <br />20' <br />35' <br />A <br />D-2 <br />0 <br />M <br />f <br />60 <br />I HEREBY CERTIFY THAT THIS PLAN AND <br />SPECIFICATIONS WAS PREPARED BY ME OR <br />UNDER MY DIRECT SUPERVISION AND FOUND IT <br />TO BE IN COMPLIANCE WITH THE 2017 FLORIDA <br />BUILDING CODE 6TH ED (RESIDENTIAL) <br />PATRICK A. SULLIVAN <br />ARCHITECT, LLC <br />AA26002687 <br />8910 N. DALE MABRY HWY <br />SUITE 22 <br />TAMPA FL 33614 <br />(813) 205-2494 <br />F- <br />fZ <br />v <br />W <br />Q <br />}- <br />W <br />cu <br />CD <br />Q <br />Z <br />Lo <br />M <br />� <br />W <br />W <br />a <br />w <br />tXl <br />z <br />u I I I I F I I u i I 111... 1 a�o 1 1 .iii. 4.111 11 1 iI,;J.l-,;i .i ..,.iv ,. "-m I I I —1 I ii I I i I — I I, I I. i. I I I. I '� � i, I I I ail IP..I'- i I i! .au;l it nl <br />
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