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II - I -I L I i -- -Li I I - — I I 'L -- - <br />11, 1 1 1..,1 <br />Notes <br />L <br />DEMO PLAN <br />PLAN NORTH 1/4' = 1'_0 <br />• Demo exterior walls, ce/l/nq, roof, doors, and w/ndows of ex/sf/nq unperm/tted odd/t/on; ver/fy <br />with homeowner to determ/ne if they Intend to reuse windows and doors prior to d/scordinq <br />• Oo not remove ony load beanng portions of fh/s bu/ld/ng without proper/y shoring a// loads <br />above <br />• Do not remove any walls not spec/Red in this demo plan <br />• /dent/fy then cap or remove a// of///f/es pr/or to demo//tlon <br />• Exist/ng concrete slob and monolithic footer to be assessed after demo of oddit/on to <br />determine /f foundotloo will need to be demo'/ (refer to foundation plan) <br />• Any portion of orlgina/ walls or roof framing that moy be damaged during demolition or <br />appear to hove any structural damage are to be reported to OOR for further invest/gal/on <br />and inspecf/on <br />EXIST CONC. SLAB —— -------I <br />ENO CIIANCE) <br />NEW 1YONOL/7111C FOOTINCS INSTALLED I I a <br />AT SLAB ELEVATION OVER COMPACTED i <br />FILL SOIL PER DETAIL (DA511E0) <br />NEW 4" THICK CONCRETE SLAB <br />25/12 SLOPE <br />,- <br />I <br />20" MIN. 6' <br />I II <br />� II <br />INSTALL J4 DOWEL @ 36"' 0. C. W/ 6" MIN. EMBED. IN TO <br />EXIST. FOUNVATION W/ EPDXY PER MFR S SPECS , <br />EXIST. CONC. SLAB <br />ENO CHANGE) <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />EXIST. MONOLITH FOOTER <br />UNDER CMU BL Oa WALL <br />ENO CIIANGEj <br />FOUNDATION PLAN <br />PLAN NORTH 1/4" = 1'- 0 <br />• Contractor to verify the existing slob and footer dimensions and condition once the wofls <br />and roof are removed,- if ex/st/nq slob and footers meet minimum requirements of new <br />design per plan, then do not demo the foundofion underneath the ex/stlnq onoermitfed <br />addition; /f existing foundofion /s found to be structurally inadequate or damaged, <br />contractor to demo the ex/sfinq foundation and prep for new foundof/on as per plan; <br />contractor to contact OOR for questions or clar/f/cotion <br />• Contractor to verify ex/Wing conditlon of foundat/on of the orlq/nal structure,- notify Lellel <br />Eng/neering and /aspect/on of ony damage <br />• Term/le Treat exposed so/l pr/or to pour (/f foundot/on /s demo'o' and replaced ent/re/)' <br />• See 6enero/ Notes for add/Ilona/ soil, concrete, and foundat/on defa/ls <br />2x4 STUD WALL PER PLAN <br />THICKEN SLAB EDGE AS 5110M <br />W/ 2 #5 REBAR CONT. <br />2x4 CONT. P. T. SILL PLATE <br />W/ /110rg'° ABs 9 96' 0. C. <br />,-- 4' THl( CONCRETE SLAB <br />M/L. VAPOR BARB/ER <br />TYPICAL ® NEW YONOL17H FOOTING <br />DETA__ Z1 2"1' 0 <br />EXIST. 8" CMU EXT. WALL <br />INSTALL 14 00#EL 0 T6- 0. C. W/ <br />6" #/N. EMBED INTO EXIST. F007FR <br />SET W/EPDXY PER #FRS SPECS EXIST. CONCRETE FOOTER <br />/ AND SLAB (DASHED) <br />20" MIN. <br />TERM/TE 7REAT#ENT 50/L <br />lilF 12"#IN. <br />TYPICAL ® EXIST. F01INVATION CONN. <br />DETAIL s@ 12"-1'0 <br />PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK <br />ANWORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE <br />LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL <br />OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. <br />ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. <br />1,•.H. ESC'''% <br />* No.91898 <br />ESCOBAR.GRANT.T Digitally signed by <br />IMOTHY ESCOBAR.GRANT.TI TE OF <br />HERBERT.1263317 Y HERBERT.12633173 <br />ORI�P•'�• <br />Date: 2023.09.28 07:48:�......... <br />315-04'00' �''�,,S1.0NA`� <br />No. I Date I Revisions <br />ENGINEERING AND INSPECTION <br />Client <br />JUSTIN JONES <br />LEVEL Job # 17985 <br />Job Title <br />PLAN -OF -REPAIR FOR ADDITION <br />610916th ST. <br />ZEPHRYHILLS, FL 33542 <br />Drawing Title <br />Scale <br />Date 09/26/2023 I Drawn by GTE <br />Drawing No. Revision <br />S3- <br />