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- A.F.F. (VE <br />T.O. BEAM, <br />r 02 _"� BEAM & KNEE BRACE DETAIL <br />SCALE: 3" = V-0" <br />COLUMN / FOUNDATION DETAIL <br />SCALE: 3" = V-0" <br />WALL ATTACHMENT DETAIL <br />SCALE: 3" = V-0" <br />r03_� ROOF EDGE DETAIL <br />SCALE: 3" = V-0" <br />3/4' A.F.F. (VE <br />T.O. BE"ZNG <br />KEYNOTES A501 <br />01. PRE -FINISHED FLUSH PANEL VINYL (BEAD BOARD) SOFFIT WITH 25% VENTILATION OVER 1X P.T. <br />WOOD BLOCKING. <br />02. PRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL DRAWINGS. <br />03. 4" CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. <br />04. POURED CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS. <br />05. 5V CRIMP ROOF SYSTEM EQUAL TO MBC1 29 GA. GALVALUME PLUS ON A SINGLE -PLY <br />SELF-AHERED, WATER PROOF MEMBRANE ON 5/8" PLYWOOD DECKING. ALL FASTENERS <br />FLASHING, FABRICATIONS EDGE METAL SHALL BE OF SIMILAR MATERIALS. LONG LIFE <br />FASTENERS SHALL BE USED. INSTALL PER MANUFACTURES RECOMMENDATIONS. PROVIDE 20 <br />YEAR WARRANTY. <br />06. NEW 2x4 P.T. WOOD OUTILOOKER, PAINTED - COLOR BY OWNER. <br />07. NEW 2x4 P.T. WOOD BLOCKING, PAINTED - COLOR BY OWNER. <br />08. ALUMINUM DRIP EDGE FLASHING OVER 1x2 P.T. WOOD BLOCKING. <br />09. 112" EXPANSION BOLT, COUNTERSUNK AND PLUGGED. <br />10. NEW 1/2" HARDIE PLANK OVER P.T. 2x WOOD BEAM. <br />11. NEW 1x P.T. WOOD FURRING. <br />12. NEW 2x4 P.T. WOOD KNEE BRACE, PAINTED - COLOR BY OWNER. <br />13. NEW 4x4 P.T. WOOD COLUMN, PAINTED - COLOR BY OWNER. <br />14. 10 MIL. VAPOR BARRIER OVER TERMITE TREATED FILL. <br />15. NEW 1/2" HARDIE PLANK FINISH OVER EXISTING WALL FINISH. <br />16. EXISTING WALL TO REMAIN. <br />17. NEW 2x P.T. WOOD GUARDRAIL @ 42" ABOVE T.O. BALCONY W/ 1x P.T. WOOD VERTICAL POSTS <br />@ CLEARANCE OF LESS THAN 4" BETWEEN VERTICAL PICKETS (FBC 1015.4). PAINTED - COLOR <br />BY OWNER. <br />18. NEW 2x6 P.T. WOOD PLANK FLOOR, PAINTED - COLOR BY OWNER. <br />19. NEW 1/2" PLYWOOD FLITCH BETWEEN 2x P.T. WOOD BEAMS. <br />20. NEW Ix HARDIE BOARD BASE WITH SLOPED TOP EDGE. <br />21. NEW 2x8 P.T. WOOD BEAM. <br />22. NEW 2x1 0 P.T. WOOD BEAM. <br />23. TERMITE TREATED, COMPACTED FILL PAD. <br />24. FINISHED GRADE. <br />25. NEW GIRDER TRUSS _ SEE STRUCTURAL. <br />26. 1/2" LAG BOLT. <br />27. SIMPSON HANGER - SEE STRUCTURAL DRAWINGS. <br />FURR <br />Pil <br />N'74 <br />WEGMAN <br />ARCHITECTS, P.A. <br />AA0003150 <br />625 EAST ORANGE ST. <br />LAKELAND, FL 33BOI <br />E-MAIL: FWARCH@ <br />FURRANDWEGMAN.COM <br />TEL 863 6813 121 1 <br />FAX 863 688 1473 <br />0 COPYR]GHT 2019 FURR & WEGMAN ARCHITECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE <br />SOLE PROPERTY OF FURR & WEGMAN ARCHITECTS, PA <br />NO REPRODUCTION, REVISION, OR REUSE OF THIS <br />DRAWING IS AUTHOR12ED WITHOUT SPECIFIC WRITTEN <br />PERMISSION- ALL RIGHTS RESERVED- <br />Lf) <br />fn ko <br />S� CO <br />Z %J3 <br />< m <br />(33 zt:�: <br />z - <br />o E9 <br />LLI <br />Z Ll <br />p Ld <br />Ix <br />L3 <br />_j <br />z <br />0 <br />F_ <br />LU <br />LLI <br />r <br />U) <br />C/) <br />3: <br />z <br />0 <br />a_ <br />af <br />U) <br />LU <br />0 <br />z <br />0 <br />T) <br />w <br />Ir I <br />I <br />I <br />I <br />I <br />I <br />w <br />N <br />m <br />o <br />C\I <br />C:) <br />Q <br />(0 <br />CD <br />z <br />0 <br />z <br />w <br />U) <br />0 <br />10 <br />0 <br />zi < <br />z <br />W <br />0 <br />F— <br />U) <br />0 <br />0 <br />LLj <br />n -r <br />U) <br />Z <br />W LLJ <br />0 <br />z <br />N w V) <br />LL <br />0 <br />Z <br />LL < w <br />C:) <br />> <br />0 <_j <br />c) <br />V-- <br />F_ <br />0 <br />X <br />LO>- <br />wco <br />U) <br />< <br />U) <br />In Q_ <br />OD L11 <br />mN <br />1: <br />PROJ MGR: <br />CKD BY: <br />MAT <br />PDW <br />JOB NUMBER: <br />2020-13 <br />SHEET NUMBER: <br />A50 <br />g:\2020\2020-13 carriage house addition\Drawings\06 construction drawings\2020-13 Elevations.dwg, 4/1/2020 2:30:18 PM, AutoCAD PDF (General Documentation).pc3 <br />