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" <br />4'-2" 7'-0" 4'-2" 20'-0" 56'-015'-6" 5'-2" <br />le <br />L2 LINTEL ^^ L2 LINTEL 11'-4" 1'-4" 7'-4" L2 LINTEL <br />GARAGE669 UN LtY I, ANU UKTtK UN K16t11. <br />ENTRY 120 <br />TOTAL AREA 3925 <br />0 0 <br />REF <br />SPACE 0 00 <br />DW <br />KITCHEN ELEVATION #1 KIT ELEV #2 KIT ELEV #3 KITCHEN ELEVATION #4 KIT ELEV #5 <br />CABINET ELEVATIONS <br />MASTER BATH ELEVATION <br />114 " - / <br />HALL BATH ELEVATION <br />BATH #3 ELEVATION <br />ei <br />THCKND EDGE _1+ +1iFTHCKND EDGE <br />— — — —1 <br />30"x30"x10" COLUMN <br />COLUMN PAD W/ <br />(3) #5 EACH WAY <br />I <br />RECESS & <br />SLOPE AS <br />NEEDED <br />E+ <br />FLOOR SLAB OF PLANT MIX <br />`1 CONCRETE 2500 P.S.I. 4" <br />00 THICK W/ 6X6 10/10 GAUGE <br />REINFORCING MAT W/ MIN. 1 ' <br />COVER. TERMITE TREATED SOIL <br />W/ VAPOR BARRIER OVER <br />COMPACTED CLEAN FILL. <br />FIBERMESH CONCRETE MAY BE <br />USED IN PLACE OF MESH. <br />+ DENOTES CONCRETE FILLED CELL <br />W/1 #5 FROM FOUNDATION TO <br />BOND BEAM (TYPICAL) <br />THE FOUNDATION BEARING <br />SOIL HAS A MINIMUM LOAD <br />CARRYING CAPACITY OF 2,000 <br />POUNDS PER SQUARE FOOT. <br />100.00 <br />8x12 MONO FTG <br />2-#5 CONT <br />RECESS & <br />SLOPE AS <br />NEEDED <br />HOSE BIB <br />} + THCKND EDGE <br />3Ox3Ox 10 FTG <br />3—#5 E.W. <br />FO UNDA TION PLAN 114 <br />" <br />:z <br />I <br />CD 0) <br />1 <br />CD 00 <br />3'-10" <br />ARCH HEADER DE TAIL S <br />N.T.S. <br />I <br />rE+I <br />I � <br />1' <br />2x6 <br />7/16" OSB SHEATHING (SEE ARCH <br />WINDOW DETAIL FOR BLOCKING) <br />1X4 & 2X4 RAMSET <br />W/ (3) 3-1/2" PINS <br />CMU ENTRY WALL <br />I <br />ENTRY DETAIL <br />N.T.S. <br />0 <br />\0J <br />W <br />Er <br />RECESS & <br />SLOPE AS <br />NEEDED <br />4" THICK REINF. CONC. SLAB <br />2500 P.S.I. W/ FIBERMESH <br />8X12 STEP-DOWN FOOTER <br />(NO REBAR REQUIRED) <br />:r <br />;o <br />STEP—DOWN <br />FOOTER DETAIL <br />NOT TO SCALE <br />— — — — — —]I 1 <br />1 802 MONO FTG <br />>---2-#5 CONT <br />23'-6" <br />O <br />21'-8" <br />MONO <br />(NO)) FOOTING TYP) STEM <br />WALGREATW� THAN .TREAD I <br />W 2 5 CONT. If STEP IS <br />I <br />REVIEW ®ATE Z� <br />CITY OF ZEPHYRHiLLS� + <br />PLANS EXAMINER <br />BOND BEAM/ LINTEL <br />NAIL OSB TO <br />2X4 BLOCKING <br />W/(2) 8d <br />EACH END 2X4 NAILED TO <br />MASONRY <br />NAIL OSB W/MIN. 2-1/2" <br />SHEATHING TO CASE <br />2X4 ® EDGE W/ HARDENED/ T- <br />MIN. 8d 6" O.C. NAILS ®4" O.C. <br />WINDOW BUCK <br />ATTACHMENT <br />PER MFG. <br />ARCH/ELLIPSE/EYEBR 0 W <br />FRAME CONNECTION N.T.S. <br />NOT TO SCALE <br />1/" S W/MIN. 1 GL <br />1/22EMBED" EMBEDMENT - � <br />24" O.C. (MAX) W/ 1/4 <br />TAPCON ON EACH SIDE <br />OF COLUMN WITHIN 6" <br />1X2 OPEN BACK <br />REV DATE <br />1 - <br />2 - <br />3 - <br />U <br />z <br />_z <br />LLJ <br />W <br />z_ <br />0 <br />z <br />LLI <br />Q <br />U <br />Q <br />0 <br />0 <br />J <br />z <br />Q <br />bi <br />Q co <br />cn <br />J <br />LL <br />� O <br />0 <br />Y coo Z <br />c� O <br />Z J <br />Q u_ O a' V <br />J V = N <br />0 8 c-7 a; <br />J w ! w <br />D_' Z co ~ U <br />:::) ;� m U <br />U O W LL <br />to CJ <br />roi = W -_ <br />Ln v 0- <br />U <br />A/c <br />� <br />O <br />o <br />Q <br />a <br />w� <br />w� <br />`) <br />" <br />O <br />A/C <br />O <br />___t <br />cf) <br />O <br />Q <br />Cy-) <br />-t!:� <br />1 x 2 OPEN BACK <br />1 1/2" MIN. <br />W/ #10 x 2" S.M.S. <br />EMBEDMENT (TYP.) S <br />® 24" O.C. (MAX) <br />uJ <br />• ;;':'"'• :';;'�''�}^ <br />�: •;'•s '. '.;. Z 5 o <br />TYP. SCREEN WALL <br />ATTACHMENT DETAIL <br />jj <br />/il- <br />A <br />a a <br />NOT TO SCALE <br />! L. i 5 <br />- CONC. ATTACHMENT 3 <br />rn <br />DETAIL - N. T. S. <br />NOT TO SCALE <br />PLANS DESIGNED $ ENGINEERED <br />IN ACCORDANCE W/ <br />FLORIDA BUILDING CODE 2010 <br />cn <br />a� <br />o <br />w_co <br />cn co <br />w__j <br />a <br />`` t J <br />O <br />`:xU) <br />0 <br />• r--I o <br />M <br />DRAWN <br />CAM <br />CHECKED <br />CL <br />DATE <br />3-25-15 <br />SCALE <br />NOTED <br />JOB No. <br />05447 <br />SHEET <br />