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44'-8' <br />514" 514" 5'-0' 3'-0' 3'-6' 3'-4' 5-10' 51-0' <br />I <br />ELEVATED A/C PAD <br />4 <br />OR 48'x48"x4' <br />GONG. 0 OR ABV. <br />DFE - PAD TO BE <br />= <br />DETERMINED BA5ED <br />ON 51TE GONDITION5 <br />�1 T <br />11yA/G� I <br />■ <br />o <br />Q <br />N <br />m <br />v <br />4 <br />■ <br />5'-0' <br />5'-4' <br />18'-0' <br />5'-4' <br />514' x-0"L 2'-0' <br />%5 <br />5LOPE OTT. <br />�J <br />■ <br />b'-0" 6-4" (OPENING) 54' <br />4Vx48"x4' <br />GONG. PAD <br />in <br />POOR 5IL1, <br />( sAL. <br />(OR EQU - <br />l <br />`J I I I <br />wA M DRYER <br />I <br />oR Eau <br />n <br />1? <br />6A5 vd <br />PROVIDE <br /><r <br />I <br />R <br />®I� <br />21'-2' <br />I'-4" <br />1' <br />21-5" 4'-8' <br />3'-II' " 2'-II" 2'-2 <br />20'-1' <br />- -� <br />■ <br />— <br />- �'III <br />1'-0" F.F. ELEV. <br />MIN. 12" AGR <br />2-10 2-6 <br />4b"THIGKENED 5-4N = N L_ EP6EI I I PROVIDE LINE <br />- FOR ICEMAKER I - <br />- F" BELOW- <br />o KITCHEN SINK <br />I ' <br />11-4N _ <br />13'-4' <br />5-10' <br />2/51.2 <br />3/512 <br />4 <br />2'-8' 2'-2' I a <br />d- <br />4 <br />cv <br />/1I I II U_ L-- I \ ■ -x <br />II jj <br />8'xl2" WIDE N0. �y <br />FOOTINb W/ 1(2g Q Q/512 <br />#5 GONT. <br />ui 6ARA6E SLAB <br />■ ■ NJ ■ ■ ■ <br />■ I <br />4 <br />TYP. <br />cv ■ ■ <br />4'-b' — 11 <br />16'1-0/" <br />n <br />4' GONG. 5LA5 MIN. VV WMPRE551VE <br />5TREN6TH OF 3,000 P5.1. AT 28 DAY5 <br />W/ 6X6 141.4 141.4 KAM. OR FIBERME5H <br />REINFORCED GONG. ON GLEAN YELL <br />GOMPAGTED FILL (TREATED FOR <br />TERMITES) 4 VAPOR BARRIER. IF <br />FIBERME5H 15 U5ED GUT I' JOINT EVERY <br />15-0' EACH WAY. <br />0'-0' F.F. ELEV. <br />MIN. ON AGR <br />— Jri, -0'-4" ELEV. <br />SLOPE 18'/FT. <br />4� ■KL31-4' (OPN16) 2'-10' 5-2' <br />21'-4' <br />'1*4 <br />. . ...... ... .... ... <br />- VV.T.O <br />II <br />5HOV`IER 4' w/ <br />8�THICKENED I ■ �- <br />Q <br />�p m <br />■ ■� ■ <br />�Y <br />■ ■ ■ ■ <br />N I- Y I ON N I N I Y <br />■ <br />5 2 -0� b-10I 5 �- -2 <br />E:f ice'. <br />`J 48'x48'x4' <br />GONG. PAD <br />I b'-O" (OPENIN6) '-0' 2'-0" 11-4' 4'-8' 1'-4' 11-0' 1'-4- 1'-0' 1'-4' <br />22'-0" 14'-8" 24'-0" <br />161-01 <br />FOUNDATION PLAN <br />1/4 - 1'-0" <br />15'-4" <br />Is <br />11 <br />I., <br />SHEET NOTES <br />0 #5 DOWEL EMBED ACI STD. BEND 6" IN FTG. PROVIDE 25" PROJECTION <br />ABV. F.F. FOR LAP. GROUT CELLS SOLID. <br />U2 16"x10" STEMWALL FOOTING w/ (2) #5 BARS CONT. <br />+� 30" x 30" x 16" CONC. FOOTING PAD w/ #5 BARS @ 6" O.C. EA. WAY. <br />36" x 36" x 16" CONC. FOOTING PAD w/ #5 BARS @ 6" O.C. EA. WAY. <br />FOUNDATION NOTES <br />1.) STEMWALLS 48" TO 71" <br />45 DOWEL BARS @ 48" O.C. MAX. <br />-(1) CONT. #5 BAR @ PERIMETER HEADER COURSE. <br />-FOOTING SIZES: <br />-ONE-STORY 18x10" w/ (2) #5 BARS CONT. (MIN.) <br />-TWO-STORY 24"x12" w/ (3) #5 BARS CONT. (MIN.) <br />-POUR ALL FILL CELLS SOLID w/ CONC. <br />2.) STEMWALLS 72" TO 144" <br />-(1) ROW KNOCK -OUT (MIDPOINT OF WALL) w/ (1) #5 BAR CONT. <br />-(1) CONT. #5 BAR @ PERIMETER HEADER COURSE. <br />45 DOWEL BARS @ 24" O.C. MAX. U.N.O. <br />-FOOTING SIZES: <br />-ALL FOOTINGS TO BE A MIN OF 24"x12" w/ (3) #5 BARS CONT. <br />-POUR ALL FILL CELLS SOLID w/ CONC. <br />3.) ALL CONCRETE TO BE A MIN, OF 3,000 PSI. <br />4.) ASSUMED MIN. SOIL PRESSURE 2000 PSF. <br />5.) REFER 8/S1.2 FOR ALTERNATE MONO FOOTING DETAIL, <br />STEMWALL FOUNDATION VERT. REINF. <br />Vertical reinforcement for cmu foundation wall <br />Assumptions:The top of wall is supported by rigid concrete slab or floor system <br />Soil pressure =60 psf <br />Max Wall <br />Max unbalanced Back <br />Size & Spacing of <br />Size & Spacing of <br />Height H = <br />fill height, h (backfill) <br />Grade 60 Vertical Rebai <br />Grade 40 Vertical Rebar <br />4 ft <br />#4 @ 48" o.c. <br />#5 @ 48" o.c. <br />5 ft <br />#4 @ 48" o.c. <br />#5 @ 48" o.c. <br />6 ft <br />#5 @ 48" o.c. <br />#5 @ 32" o.c. or <br />#6 @ 42" o.c. <br />8 01 <br />7 ft <br />#7 @ 48" O.C. <br />#5 @ 24" o.c. or <br />#7 @ 32" o.c. <br />8 ft <br />#7 @ 48" o.c. <br />#5 @ 24" o.c. or#7 @ 32" o.c. <br />- 4 ft <br />#4 (d) 48" o.c. <br />#5 @ 48" o.c. <br />5 ft <br />//5 @ 48" o.c. <br />#5 @ 32" o.c. <br />6 ft <br />#6 @ 48" o.c. <br />#6 @ 32" o.c. <br />7 ft <br />#7 @ 48" o.(,. <br />#7 @ 32" o.c. or <br />#9 @ 48" o.c. <br />9 -.1 <br />3 ft <br />#8 @ 48" o.c. <br />#8 @ 32" o.c. or <br /># 10 @ 48" O.C. <br />9 ft 4 in <br />#9 @ 48" o.c. <br />#9 @ 32" o.c. or <br /># 11 @ 48" o.c. <br />FOUNDATION INSPECTION <br />NOTE: <br />1. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE <br />SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE OR ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM <br />MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. <br />DESIGNER'S NOTES <br />1.) ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE <br />THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, <br />DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO <br />COMMENCEMENT OF ANY CONSTRUCTION. <br />2.) ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO <br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF <br />THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY <br />CONSTRUCTION. <br />3.) ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF <br />ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED <br />SHALL BE SUBJECT TO ADDITIONAL FEES. <br />4.) IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY <br />OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD <br />RESPONSIBLE. <br />5.) THIRD PARTY SERVICES: HARTWELL DESIGN GROUP, INC. WILL NOT BE <br />RESPONSIBLE FOR ANY ENGINEERING, INTERIOR DESIGN, SURVEY, <br />ESTIMATING OR ANY OTHER THIRD PARTY SERVICE ERRORS. <br />DATE: 09/14/2015 <br />JOB NO: HA9139 <br />DESIGN BY: -- <br />DRAWN BY: JRH <br />CHECKED BY: GC <br />PROJECT: 3615-HA9139 <br />CHECKED BY: JRH,JGZ <br />ESI - <br />CONST. MNGR: <br />SUPER: <br />DATE REVISIONS <br />DATE <br />DATE <br />CV 01) <br />Ln <br />cr) cY) <br />J M <br />LL <br />I <br />Q � <br />Q Q <br />LL <br />LL <br />Q T <br />CV <br />Q <br />Z °�w <br />U - <br />Z LLJ <br />CD Z <br />CD O <br />w <br />MODEL <br />9-15 <br />SPECS <br />CUSTOMER: <br />LUCKEY <br />39119 PARK DR. <br />ZEPHRYHILLS, FL 3354 <br />E E <br />0 0 <br />3 3 <br />i L <br />L L <br />3 <br />Q 3 � <br />a <br />v 00 <br />_ In <br />rp N <br />0) N <br />In lD <br />C m <br />LD <br />E m <br />m <br />0�r, <br />o , o0 <br />m 0 <br />Lj <br />> <br />ENGINEER'S SEAL <br />I HEREBY CERTIFY THAT THIS PLAN & <br />SPECIFICATIONS WERE PREPARED/REVIEWED <br />BY ME OR UNDER MY DIRECT SUPERVISION <br />AND COMPLIES WITH THE FLORIDA BUILDING <br />CODE 5th EDITION 2014, <br />RESIDENTIAL/BUILDING. ALL SIGNED/SEALED <br />DRAWINGS PRESENT IN THIS PLAN ARE FOR <br />STRUCTURAL DESIGN ONLY AND ARE VALID <br />FOR 12 MONTHS FROM THE SIGNED DATE. <br />��00000�poro�7,l� <br />ki <br />s <br />13 <br />a <br />.� STATE OF : 4r <br />O R 1 O P':�N <br />�lIq 15 <br />Guo-jie- Zhang. PhD, PE Date <br />Florida PE No. 47744 <br />2911 Folklore Dr. -- Valrico, FL 33596 <br />(813) 657-8865 <br />S1 . i <br />