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4 <br />r - <br />^ ------------- <br />1/2,41/2' <br />Q <br />�:. <br />■ ■ RECE55 ■ ■ ■ ■ ■ <br />IF <br />■ <br />a <br />� <br />1'-4' <br />3'-4' <br />1'-4' <br />1 I k <br />X-0� <br />o <br />0 <br />� I <br />Tn <br />53 1=1' <br />53 <br />- <br />- - <br />H <br />53 / 1 \ 53 <br />6'-0' L 1'-4' <br />13'-4' TO END WALL I. l'-4' <br />CLCYHIILM -(-) I-Ilitrr. i <br />ELEVATION CAN BE NO MORE <br />THAN 1-1/2' BELOW TOP OF <br />EGRESS DOOR THRESHOLD. <br />FIELD VERIFY. <br />-4' TO GARAGE WALL <br />FAFM L FOUNDATION FLAN - ELEV. 11511 <br />SCALE: 1/4'= I'-O' <br />3'-E <br />LOCATI <br />I <br />r-INDICATES (1) +5 VERT. REBAR IN MASONRY CELL <br />A/C PAD <br />FILLED SOLID W/ CONCRETE. VERT. REI1F. SHALL <br />BE HOOKED INTO SEAM ABOVE 4 BELOW. PROVIDE <br />25' MIN. LAP WHERE SPLICED 4 WIRE TOGETHER 50'-01 <br />'X3'-6' A/C PADS <br />- <br />�N (MIN. 3' ABOVE <br />5'-4' <br />S' 4' 5' 4' 2' 8' 4' 2' 6'-4' 5' 0' 3' 8' 3' 10' 1' 4' 3' 4' 3' 8' <br />FINISHED GRADE) <br />- - <br />---- <br />---4 <br />- -- - <br />------ <br />31-09x6'-8' <br />CONC.PAD <br />J <br />ELEVATION <br />M <br />HU3. <br />J <br />56 <br />(-) 04 <br />AC PAD <br />t56 <br />r z <br />z <br />RECESS SLAB z I REF. ' SI� DW - - <br />s <br />0 <br />�I <br />0l 1 <br />RIM <br />�I L _ <br />I 1/2"d, AT %DPh R-Lu <br />.n <br />a <br />I n <br />I n 5'-1 <br />1 -- I T-6' ----- --- 1' 9' <br />1 ELEVATION AT 0'-0' <br />I <br />I <br />I <br />I <br />■ <br />I (ASSUMED) T <br />Liu" <br />1 31/2' MIN, (4' NOMINAL) CONC. SLAB ON GRADE <br />I <br />I <br />� <br />56 <br />I W/ bxb WI.4 x WI.4 MESH IN TOP OF 11/2' OF SLAB <br />I _ •, I _': <br />I <br />OR 4' FIBER MESH CONC. 5LA13 OVER POLY <br />I <br />'- <br />-- I .. <br />I — <br />- <br />.n <br />VAPOR BARRIER ON COMPACTED AND TERMITEI <br />II' �' <br />I + <br />TREATED GRANULAR FILL <br />I <br />-- - ELECTRICAL <br />- - - - - - - - - - - I----------- <br />---- I CONTROL JOINT <br />I' <br />- ----- --I ------ --- I--!---�-- <br />■- <br />■ <br />I <br />DEEP <br />INSTALL UNDER4ROUND PVC :........ L...-__... <br />1 FOR ELECTRICAL WIRES TO I , - <br />ISLAND CABINET <br />I I <br />I <br />I _ I -STY. FTG. 2-5TY, I=Tl <br />b <br />9 10' 9 8� <br />8 10 --------11-8K- <br />- <br />■ <br />/--� <br />I <br />%T ,T <br />; <br />■ <br />- <br />n. <br />I 531 <br />ELEVATION <br />(SIMJ S3 I (-) 0' <br />2 - �r <br />co <br />- <br />,n <br />■ <br />CONTROL JOINT <br />I <br />1=3 I FOOTING ONLY REQ - <br />I' DEEP <br />(SIM.) <br />W/ OPT. GAS W.H. <br />CC <br />i <br />i 4 PIPE BOLLARD I■ <br />Il' 0 3/4' TO POUTING <br />........ ---_............._ <br />zl <br />zl <br />A <br />I <br />4' STEP <br />1 <br />53 =� <br />m <br />1I <br />CONTROL JOINT <br />1- <br />a o <br />= a <br />■ <br />� <br />('DEEP <br />--------- -------- <br />= <br />------------------------- <br />NOTE: - _ .— �_ <br />■ <br />--- <br />_ <br />- . <br />, <br />PROVIDE GAS DROPS (IF REQUIRED) I <br />e <br />, <br />FOR ALL GAS APPLIANCES. <br />,;r:'t.:.:::::_. LAv. <br />C <br />I (VERIFY LOCATION OF ALL GAS I <br />H.B. <br />H.B. <br />APPLIANCES ON FLOOR PLAN <br />Q <br />. <br />.............L_......._..........................-............. ....................... <br />PRIOR TO ANY CONSTRUCTION) <br />I <br />- - - — - - - - - - -CONTROL <br />JOINT <br />I <br />I II' 0 3/4' TO FOOTING <br />_ <br />2-STY. G. <br />_ - <br />1-STY. FTC, <br />- <br />ol <br />_ _ - - <br />T-0�1 2'-1' <br />I DEEP <br />101-0'----- <br />■ <br />"' <br />■ <br />1 �. I 1 ■ ■ <br />■ <br />RECESS IN ■ <br />■ ■ ■ <br />■ <br />■ ■ <br />NOTE: PROVIDE 11/2' DEEP x 13' <br />1 <br />L <br />NOTE: PROVIDE 11/2' DEEP x 13' J <br />WIDE RECESS, AND EXTEND b' <br />I I <br />53 <br />WIDE RECESS, AND EXTEND 6 53 <br />BEYOND AT EA END <br />BEYOND AT EA. END <br />I A e 1 1'-4' - <br />3'-4' 1'-4' <br />I 1 I <br />I 0� <br />0� <br />I <br />0, <br />ELEVATION CAN BE NO MORE <br />u THAN 1-1/2' BELOW TOP OF <br />■ <br />■ ■ ■ - <br />- - <br />F ;1 EGRESS DOOR THRESHOLD. <br />- <br />FIELD VERIFY. <br />FI <br />53 <br />F1 <br />2'-10' <br />3'-10, <br />3'-10' <br />1'-6' <br />1'-4' <br />4'-8' <br />2'-0 <br />-0' <br />16'-0' <br />2'-8' <br />8'-0' <br />12'-0' <br />8' 8' <br />29'-4' <br />-- — ------------ ------------------- <br />50'-0' <br />----------- - -- <br />1 FOUNIDATION FLAN <br />SCALE: —I -4' = I'-0' <br />6YMBOL5 <br />BUILDING SECTION KEY <br />(Section No. over Sheet No.) <br />INTERIOR ELEVATION KEY <br />(Elev. No. over Sheet No.) <br />DETAIL KEY <br />(Detail No. over Sheet No.) <br />0 <br />WINDOW SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. ) <br />0-� <br />STRUCTURAL NOTE <br />O -+ <br />HOSE BIBB <br />H.B. <br />O FOOTING SCHEDULE O <br />Mr, P <br />SIZE <br />REINFORCING <br />DEPTH <br />FI <br />V-0' x 2'-0' <br />(4) 05 EACH WAY <br />12, DEEP <br />F2 <br />3'-0' x 4'-6' <br />(5) 45 (SHORT DIP-) <br />(1) 45 (LONG DlR.) <br />20' PEEP <br />F3 <br />3'-0' x 5'-6' <br />(5) 05 (SHORT DIP-) <br />(8) 05 (LONG DIR-) <br />18' DEEP* <br />F4 <br />2'-6' x 2'-6' <br />(5) S EACH WAY <br />16' DEEP <br />+ INDICATES DEPTH BELOW THE GARAGE FINISHED FLOOR <br />FOUNDATION NOTES: <br />1. SEE SHEET SIN FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED <br />AND A COPY OF THE SURVEIL SHALL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING STRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS. <br />3. THE FOOTING 16 DESIGNED BASED ON 2000FBF <br />501L BEARING PRESSURE. CONTRACTOR/OU)NER <br />SHALL VERIFY SOIL BEARING PRESSURE OF THE <br />PROPOSED SITE. <br />NOTE: <br />BORACARE TREATED LUMBER 15 AN ALTERNATIVE <br />TERMITE PROTECTION TO 501L POISONING <br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CONSTRUCTION <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <br />ALL WORK SHALL. COMPLY WITH PREVAILING <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />RE -VIEW DATE FEB 0 6 2818 <br />CITY OF <br />ZEWHYRHIL <br />Pam§ � mNpn d& <br />i q1 <br />4 <br />3 <br />k <br />f <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645,9698 <br />www.danscoengineedng.com <br />CA 25948 <br />st <br />o <br />0 <br />N <br />Z W <br />o? <br />CD <br />Z <br />ID <br />N <br />re) a�J� <br />awEll� <br />Z <br />00 <br />< <br />WwCD <br />Z Lu <br />0 <br />o <br />ILD <br />d- <br />NJ <br />L1J <br />m <br />LLI Q <br />t) — O 3: <br />W � Q <br />OUi.() <br />Lu <br />j 'L -1V <br />Q <br />/U <br />LL 12 <br />Z-, `ro <br />w <br />Lo Q Q <br />Q <br />90'.� 00 <br />N LO <br />W <br />U L 0 <br />CIO <br />Q <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING <br />J NG CODE SECTION R301 FOR <br />140 MPH (Vasd=108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT =+0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE H IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWING ONLY. <br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOU( WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />© 2018-TH ESE DRAWINGS A ND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />12.13.17 <br />_DESCRIPTION <br />1.00 6TH ED.(2017) FBC <br />UPDATES <br />12 29 17 <br />1.01 PLAN REVISIONS TO HVAC <br />SPACE & ELECTRICAL <br />04_30-18 <br />1.02 REV. FLOOR TURSS LAYOUT <br />VERSION NO. / 04.30.18 <br />-1.02 <br />�56�1Pr®41ai4elu4? <br />P&� tat <br />cam <br />nc �- <br />LLJ <br />m <br />W b(MZ <br />W Lu Z <br />lu <br />c y it <br />Z <br />QLY Yul <br />lu ❑ <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 381319 <br />DATE ISSUED: 10.09.18 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />1 <br />I <br />1 <br />n <br />