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NOTES <br />G.C. TO VERIFY ALL CONDITIONS PRIOR TO <br />COMMENCEMENT OF PROJECT <br />ALL NEW EXTERIOR WALLS OVER <br />32"W ARE SHEAR WALLS. <br />WINDOW AND DOOR SCHEDULE <br />OPENING <br />MARK <br />CAL j <br />OUT <br />MANUFACTUIRERS <br />MODEL 9 OR SERIES NAME <br />WINDOW SCHEDULE <br />W-1 <br />SH35 <br />PGT SH500 SERIES <br />w <br />SH25 <br />PGT SH500 SERIES <br />SLIDING GLASS DOOR & GLASS DOOR SCHEDULE <br />D-1 <br />3068 <br />1 THERMA TRU CORP <br />D-2 <br />16070 <br />1 OVERHEAD GARAGE DOORS <br />D-3 <br />6068 <br />1 PGT SGD 570 <br />PGT INDUSTRIES OVERHEAD GARAGE DOOR01 <br />1070 TECHNOLOGY DRIVE ANDY HLAVATY&ASSOC <br />NOKOMIS, FL 34275 P.0 BOX 741386 <br />DALLAS, TX 75374 <br />A. MORGANCASTLE STUDIOS MAKES EVERY EFFORT TO ENSURE THE ACCURACY OF OUR DRAFTING <br />SERVICES, HOWEVER THE CONTRACTOR SHALL VERIFY ALL DESIGN ELEMENTS, CONDITIONS, <br />DIMENSIONS, AND NOTES FOR ACCURACY AND CODE COMPLIANCE. THE CONTRACTOR SHALL <br />NOTIFY MORGANCASTLE STUDIOS IN WRITING WITH ANY ADJUSTMENTS OR CORRECTIONS <br />NEEDED PRIOR TO PLACING ORDERS FOR MATERIALS OR BEGINNING CONSTRUCTION. <br />B. THE CONTRACTOR SHALL VERIFY THAT ALL LAYOUTS, SCHEMATICS, DIAGRAMS, ETC. <br />SUBMITTED BY THIRD PARTIES DO NOT CONTRADICT THE PLANS AS DRAFTED. <br />WHEN CONTRADICTIONS ARE FOUND THE CONTRACTOR SHALL DETERMINE WHICH PARTY <br />MUST MAKE ADJUSTMENTS TO THEIR DRAWINGS AND CONTACT THEM IN WRITTING, EXPLANING <br />THE CONTRADICTION AND THE ACTION REQUESTED TO CORRECT THE PROBLEM. <br />C. ALL THIRD PARTIES INVOLVED IN PROVIDING SERVICES OR MATERIALS FOR THE <br />PURPOSE OF CONSTRUCTING THE STRUCTURE BASED ON THESE DRAWINGS SHOULD <br />CONTACT MORGANCASTLE STUDIOS UPON FINDING ANY DISCREPANCIES. <br />GENERAL NOTES <br />I . ALL EXTERIOR FRAME WALLS AND INTERIOR BEARING WALLS TO BE 2X4 WOOD STUDS AT 16: O.C. <br />2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A SOLID WOOD DOOR, OR A <br />SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR A 20 MINUTE FIRE RATED DOOR. <br />3. ALL EXTERIOR MASONRY AND FRAME WALLS OVER 32" LONG ARE DESIGNED AS SHEARWALLS. <br />4. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED <br />BEFORE REQUESTING THE FRAMING INSPECTION. FBC,R R109.3 <br />5. PROVIDE ONE 29"W CLEAR OPENING TO A BATHROOM ON THE FIRST FOR FOR HANDICAP ACCESS. FBC,R R322 <br />6. PROVIDE A MINIMUM OF ONE 36"SIDE HINGED EXIT DOOR ON THE FIRST FLOOR. <br />7. NOTE: FOR PC-# LINTEL CALLOUTS, SEE DETAIL ON SHEET S3. <br />8. ALL NON WALK-IN CLOSET CEILINGS TO BE A MAXIMUM OF 8'HIGH. <br />9. ALL INTERIOR WALL WIDTHS ARE ASSUMED 4" UNLESS OTHERWISE NOTED. ADD OR SUBTRACT 2" TO GET <br />CENTER LINES. <br />10. ALL EXTERIOR FRAME WALLS HAVE R-1 1 BATT INSULATION AND VAPOR BARRIER <br />11. ALL EXTERIOR CEILINGS (I.E. PORCHES, ENTRY) HAVE 1/2- SAG RESISTANT EXTERIOR GYPSUM SHEATHING. <br />12. PROVIDE CONCRETE STOOPS FOR EXTERIOR DOORS TO GRASSED AREAS. <br />13. ALL SHELVING TO BE VINYL COATED WIRE SHELVING. <br />REFER TO SHEET SPECIFIC GENERAL NOTES AND THE ENGINEER'S NOTES <br />FOR MORE INFORMATION. THE PREVIOUS GENERAL NOTES APPLY <br />UNLESS OTHERWISE NOTED. <br />PAU44 AT BASE AND <br />AC4 AT BEAM ABOVE. <br />P'A 64, m <br />T1400'k PLAN-, <br />SCALE: 1/4"= 1' <br />&IJILDIN(i SHAL.I. wri-is <br />Ai.L APPl_lC..ABl,k BUILD!NG, <br />RUCTRICAL, Pil'MBINO ANI) <br />4f'-CfIAN-',_',Al C(Y)iS <br />SQUARE <br />FOOTAGE <br />LIVING AREA: 1295 <br />GARAGE: <br />410 <br />ENTRY: <br />88 <br />TOTAL: <br />1793 <br />/V & Zul <br />z <br />Lu <br />w <br />z <br />N�b <br />Ul <br />x, IL <br />0 <br />C'n <br />4=j 0:7:4wo <br />o ­j <br />0 <br />CIO <br />ol <br />Sal_: <br />Ld <br />ul <br />co <br />I <br />co <br />w <br />Q <br />ol <br />U, <br />F <br />c� <br />Mai <br />SHEET <br />:z <br />Z <br />Lu <br />Q <br />0 <br />:2 <br />d <br />0 5 <br />