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Notes <br />FRAM/NG PLAN <br />PLAN NORTH 114" = 1 0 <br />• Addition to remain wood framed, 2x4 framing ® 16" 0. C. as per plop; tie info existing <br />CMU block walls <br />• Contractor to verify condition of existing CMU block walls prior to construction and notify <br />OOR for any signi>icant crocks, gaps, holes, or other damage to the exterior walls at the <br />new addition connection <br />VERIFY CMU REINF. IN GROUT SOL 0 AT ENDS AND CONI /ECT P. T 2X <br />TO EXIST CMU MALL l// 2 "� X 6" T/TAN /0 SCREE C� 24 " 0. C. <br />TIE—D000N PER SECTION DETA/L� <br />TYP. 2X4 FRAMING § 16 " 0. C <br />2X4 P. T. CONT SILL PLA TE <br />NEB MOM/T1/. REINF. FO0TER AN <br />SLAB —ON —GRADE PER DETAIL <br />CONT. 2W BRACING <br />R-38 INSULA TION <br />MTS <br />2X4 DOUBLE <br />" STRUCTURAL ROOF SHTG. ON <br />1L VAGED RAFTERS OR ENOp" <br />'USSES 9 24" 0. C. PER PLAN <br />?1v6 CONT. SBFASCIA 011 <br />3--16d @ EA. TRUSS <br />CONT. 32 " STRUCTURAL SHTG. <br />`Fd'� -2X4 FRAMING' PER PLAN <br />TYPICAL 9 141009 ADDITION BRG. LYZ 12 " 01 <br />DETAIL S4 3 4 -1 ' 0 <br />SIMP50N STRONG- TIE <br />MTS12 CONN <br />4-� <br />DOUBLE TOP PLATE AS <br />PER TYP. FRAMING' DETAIL <br />%/2 <br />'�--- SAL VAGED RAFTER OR ENCD <br />-� TRUSS @ 24 " 0. C. ti1AX <br />(14)-0.148'X 1 2 " NAILS (TOP) <br />(14)-0.148';r 3" NAILS (BOT) <br />TYP/CAL 9 01009 ADDITION BRG. W/ 12 01/ERHANO <br />DETAIL S4 3 4 =1 At ' 0 <br />ASPHAL T ROOF SHINGLE 011ER <br />R-38 INSULATION — \ UNDERLA I'MENT TO MATCH EXIST. ROOF <br />IVT512 CONN <br />DOUBLE TOP PLATE <br />PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK <br />AND/ORDETERMINE 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 />H <br />* ; No. 91898 <br />ESCOBAR.GRANT. <br />Digitally signed by <br />TIMOTHY <br />TE OF <br />ESCOBAR.GRANT.TIMOT ricr <br />HERBERT.1263317 <br />HY HERBERT.12633173 Z O R�DP.;:�<v <br />Date:2023.09.28 '% G�,�; <br />•• <br />315 <br />07:49:22-04'00' ��,,OINA����`�� <br />No. I Date I Revisions <br />Client <br />JUSTIN JONES <br />15 „ <br />2x4 STUDS 16 0. C. GV STRUCTURAL <br />/32 <br />NE81 ROOF DEC/(/NG ON EXIST. SAL VA CEP SHEATH/NG' AND R 19 INSULATION LEVEL Job # <br />A, 17985 <br />RAFTERS OR I —WO TRUSSES 9 24 0. C. <br />lie16 <br />e' <br />'i <br />d <br />Od 'e V e Oe <br />a A a•. a• d' .. . a ' e w f .e <br />e A. <br />e <br />12 0" 700, <br />NEW WOOD FRAME TO CMU BLOCK CONN. <br />SECTION S4 > 2`-- 1' 0 <br />EXIST 8" CMU EXT. WALL <br />EXIST REINF. CONC. FOOTER <br />NEB 00HIEL CONN INTO EXIST <br />FOUNDA TION PER DETAIL <br />P. T. SILL PLATE <br />6 M/L. VAPOR BARRIER 12„ TERM/TE TREATMENT SOIL <br />TYPICAL 9 NEGy MOO FRAIVINO <br />SECTlON�3/4Al=1' 0 <br />F--. <br />SPECTION <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 Drawn by GTE <br />Drawing No. Revision <br />S4- <br />