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EXISTING METAL ROOFING IN GOOD CONDITION.n10:C2-IN <br /> GALVANIZED SELF-DRILLING ROOFING SCREWS TO BE <br /> USED TOREPLACEALL SCREWS %TI1iIN 10'OF DAMAGE. <br /> EXISTING TRUSSES OBSERVED <br /> TO BE IN GOOD CONDITION EXISTING DAMAGED PLASTER CEILING TO BE <br /> REPLACED.PER 2020 FBC-RESIDENTIAL7TH EDITION <br /> SECTION R701 INTERIOR COVERS.MATCH EXISTING <br /> THICKNESS AND FINAL FINISH <br /> EX BOND BEAM IN GOOD CONDITION TO <br /> REMAIN <br /> c <br /> 1>0 P.T.GROUND AT ALL WINDOWS FOR <br /> CURTAIN ATTACHMENT AND FASTENING TO <br /> DRYWALL <br /> #6 BARS DOWEL IN CMU CELLS TO EITHER SIDE <br /> OF OPENING.&V4 6IMBEDDMENT INTO BOND <br /> BEAM(SECURE WITH SIMPSON SET XP-EPDXY, t <br /> DOWEL TO HAVE 251NCH OF OVERLAP WITH NEW <br /> r'f VERTICAL STEEL(SAW CUTFACE SHELL OF = <br /> NEW CMIU BLOCK TO INSERT#5 BAR AS z <br /> NECESSARY.)GROUT VERTICAL CELLS <br /> p CONTRACTOR TO SUPPLY FLORIDA PRODUCT m <br /> p O <br /> APPROVALS.CONTRACTOR SMALL INSTALL <br /> NBY WINDOW IN ACCORDANCE TO FLORIDA c� <br /> DAMAGED BLOCKS PRODUCT APPROVALS. <br /> ui <br /> SHALL BE REMOVED <br /> AND REPLACED PRECAST SILL W1 1X3 BELOW <br /> m <br /> BLOCK PAINTED TO _ 112"DRYWALL ON 1X2 P.T.FURRING EVERY&O.C.. <br /> MATCH EXISTING FASTENED EVERY 6"O.C_ON EDGE&ffi'IN FIELD <br /> R-5.7 INSULATION ON ALL EXTERIOR WALLS. <br /> `S IA\V FORM R402-2017 <br /> �z <br /> #5 VERT WALL REINFORCEMENT EVERY 4'MAX• <br /> W13000PSI GROUT FILLED CELLS <br /> WOOD OR VINYL BASE <br /> EXISTING FOUNDATION IN GO D CONDITION <br /> EX GRADE <br /> EPDXY AND ANCHOR NOTE: <br /> SIMPSON SET-XP EPDXY.95 REBAR MINIMJM 6"EMBEDOMIENT INTO FOUNDATION WITH <br /> MINIMUM 25"EXTENSION ABOVE FOUNDATION FOR LAP SPLICE.INSTALL IN EPDXY <br /> ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.MAINTAIN MINIMUM EDGE <br /> DISTANCE OF 2 112"FROM EDGE OF SLAB <br /> 2651 Namia Way, Unit 102,Land O Lakes,FL 34638 Page 10 of 12 <br /> Advanced Engineering Consultants LLC,321-794-6465 <br />