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DATE SCALE: II PAGE 5 3/16/20 114 = 1-0 Q cp ao m N v� O NO Ln 4 O Q O O 4 Y 1/2" x 8" J-BOLT AND THREADED ROD FOR THE UPLIFT CONNECTION ON THE INTERIOR BEARING WALL, 1/2" x 13" J-BOLT 12" OC 19'-4" 02 PT BOTTOM PLATE 4" / 3000 PSI GONGQFTF SI AR --------�� -- ------------ (2) 05 REBAR 81I I&II 8" 32" INTERIOR BEARING WALL DETAIL --- --- ---- - - - - I I II III I I li I I I III I I pIj I I �?I THE GARAGE DOOR FILLED CELLS III ARE ONLY REQUIRED IF THE SLAB II 19 12" OR MORE ABOVE THE EXISTING GRADE OF THE SITE. I III I II 11 I II GARAGE —I II II III I III I 15'4' - I I I I I I I I I I I I I I I I I I I �.I I UJI III --- ---- ---- ----. ----- w xl I _� - 04 II I II N I I I I I I I I I 11'-1l44" I I I I I ---------- ---- ---- LL _ - WA ' -f - ---- I � II o= I IIII I ' I I I z �II II Q -X, I I I I I I;_ I I I I BATH K2 x,I I &0" VANITY x IIII 1 - I I I I I - ' I II L � I - ---- ---- ---- ----- -- I I I I I I I I I I to �11 IIII I i I I 14'-11�411 � uj Y 1til l I _ N I I I I I I I I I I I — I I I I I I I I I 41-2%4" --- --- --- ---- --- - ---- I 2x6 wAu= ---- - I1=�-3 r--1 -- ---- I II L. :�;g _j IL - - JL - - J LAUNDRY TUB ELEC. WASHER AND DRYER ICI UTILITY ROOM SEE THE GARAGE STEP DETAIL ON PAGE 8 OF THIS PLAN. SLOPE THE FLOOR TOWARD THE GARAGE DOOR RECESS THE BOTTOM OF THE GARAGE DOOR 1 1/2" INTO II 1 THE GARAGE FLOOR FOR WEATHERPROOFING II III II III I III I II III I III I II III I III I II III III I II III I III I II III I I I I I I --- --- --- --- --- - - - - 3'-1�s" ---- ---- SW 256 it I� II II II II II II II II II II III II II 1 I � II N II II II li II II II II II II II II II II II II II II 41-- 411 10'-4" ELEC. fj I l2'-8" 2'-511 51 ` 11 g1-611 9'-411 91-611 38'-O" 91-Isi11 10'-5" 91-611 5'-411 MONOLITHIC FOOTER AND SLAB ------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------ I I I I I I I I 1 I 1 I COVERED PORCH II I II II I I I I I I I II I II STEP 4" SH 35-2 SH 35-2 48x16 TRANSOM 2'-311 x 5'----- ----- --- ---- ---- ----- ---- ---- ------------- ---- ---- --- --- -== = =-===_ --- ---- ---- ---- ---- ---- --- � It oil f I I I I ' ♦ ' I I I I I I 1 1 5,11 2'-111" 41-9�11 p --- ---- ---- `z = -4- 21 " J i H RECESS SHOWER FLOOR I I � I 1 d) O WITH A MAX OF 114" SLOPE I m Q PER FOOT. p I I MASTER BATH ,IIII Ir SID i _i I I IIII ILI Cr I lh i I l O W4 VART- - _ - N I I µ II ♦ ♦ I I I I I I ♦ \� per/ � � \_Vp,./ i I I I I Z •� I I J I I 1 z I I p 13,41 F I I I I I I I I I I I I I I I t I I I I I I I I 3'-41ti" 24'-1154" I I II I I I I I I I I I I I 2 U6 WALL I I I I I I I I I l C ] I N I I I I I, / ♦ I I � I I I I I I I I ♦ / I I I I I I 3 -411i _ RUN ELECTRICITY TO THE ,, l HALF m KITCHEN ISLAND FOR OUTLETS, p _ 1 4 I' t*1 STEP 4" I I BATH KITCHEN II I I II II T-,----------, I I I I I = I I 24" DISHWASHER 1F'=-9 I I I r 1r 1 ' I J— Q I I o o III I I I �---- ---- -� I u II I I I L -- J I I I I 23'-OV4" 10'-011 I I I I I I I I I I I I I I I I I I I I I I I I I I �'t I 'III ILI ,IIIIIxm � N � IIII Ir 7 IIII I d) IIII I� I I I I I I i 1 I I O Q I I N N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 33'-0Y4" I I I I I WATER II I I I -I I I I I I I I I I I I I OO -T-�- II I I 1 I I I II I I II I I I) I I I I I I I I I I I I I I I I I rl I _I_ I I I III I I � I III I III I I J I I I I I I I I I I I I I I , I I I I I I I II I I II I I I III I I I,I I I I I I I✓ I I , I I I II I I I I , I I I I J I I IIJ I I I I Iz I I , I I r Q1 I I I I I I I I I a~ I Ilz I I I I I I I I I I I I II IIIJ I I � I I I I 1 1 (I I I I I I (I I I --- --- ---- n -, 11---- --- --- --- - n - -"---- --- -I- I =__ --_- ---- ------ m= - m - --I--1 ---- --- --- ---- -- 4 -514 x 5 -3 4 =544 x 5'-3 I I I - 94 x 5 =3 _ SH 35 EGRESS SH 35 EGRESS I STEP 4 (2) SW 25e EGRESS I I I I FRONT ENTRY 1 1 I I ------------------------------------- I I I I MONOLITHIC FOOTER AND SLAB 251-2" I6'-O" S1-8'1 1_ 91-8" I- 9'-loll 1- 101-811 1- 8'-6'1 1_ 11-411 I_ 11'-811 19'41 1_ 48'-0" 1- 51-411 12'-S" FOUNDATION PLAN ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI AND WILL HAVE &x& 10/10 WIRE MESH REINFORCEMENT, ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN 05. O O 4 r N 1 1 O v O O N 01 1 DESIGN SERVICES INC. MOBILE/ OFFICE 352-20fc-5821 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA, 33516 EMAIL: hanley06imembargmail,com CUSTOM HOMES AND BARNS FOUNDATION AND SLAB S1� 41 FOOTERS FOR THE FOUNDATION WILL BE A CONTINUOUS 8"x 1&" 3000 PSI FOOTER WITH (2) *5 HORIZONTAL REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC, THE RODS WILL BE TIED TO THE CHAIRS. THE MIN LAP FOR IS 25" AND ALL LAPS WILL BE TIED. 2) A 4" / 3000 PSI CONCRETE SLAB OVER &x& 10/10 WIRE MESH AND A & MIL.VISQUEEN VAPOR BARRIER, THE SOIL WILL BE TREATED FOR TERMITES AND BE CLEAN AND COMPACTED. 3) THIS FOUNDATION IS BASED ON A 2000 PSF SOIL BEARING: CAPACITY, 4) FIBERMESH CONCRETE MAY BE USED WITH WIRE MESH, 5) THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 F.S.F. FOUNDATION LOADING. THE SLAB SHALL BE PLACED OVER A &MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. &) REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -&15, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR o5 REBAR, 30" FOR *& REBAR AND 35" FOR "l REBAR. SOIL BEARING CAPACITY THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F,(MINIMUM) THE CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING. FILLED CELLS • THIS SYMBOL INDICATES THE APPROX LOCATION OF THE FILLED CELLS IN THE MASONRY STEMWALLS. THE FILLED CELLS WILL HAVE A CONTINUOUS 05 REBAR FROM THE FOOTER TO THE TOP OF THE SLAB. ALL RODS WILL BE TIED WITH A MIN LAP OF 25". ALL FILLED CELLS WILL BE POURED SOLID WITH 3000 PSI CONCRETE. THE MAX SPACING IS 48" OC, THE DIMENSIONS BY THE WINDOWS ARE THE WINDOW SIZE NOT THE ROUGH OPENING. SEE THE WINDOW SUPPLIER FOR MASONRY OPENING SIZES BEFORE CONSTRUCTION BEGINS. ALL 5H25e WINDOWS MEET EGRESS. �%��ELTON sI ` ••......... El 4: N0.5 8 V -o ti STOff A �I.*lsSt. IIpNA.��` JOB NAME and ADDRESS CALV IN and LINDSEY DOQUE PARCEL* 10-24-21-0010-09100-0020 S th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVING AREA 21ro6 SF FRONT ENTRY 86 SF REAR COVERED PORCH 43ro SF GARAGE 4g5 SF TOTAL UNDER ROOF 31153 SF DAVID W. SMITH, MS. PE, FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-08&l FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE &th EDITION, DAVID W, SMITH, MS. PE, LIC.* 53606