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mm <br />In <br />N <br />C3 <br />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 />11 WINDOW AND DOOR SCHEDULE —11 <br />OPENING: <br />MARK <br />CALL <br />OUT <br />MANUFACTUREWS <br />I MODEL # OR SERIES NAME <br />WINDOW SCHEDULE <br />W-1 <br />SH35 <br />PGT SH500 SERIES <br />W-2 <br />SH25 <br />PGT SH500 SERIES <br />SLIDING GLASS DOOR & GLASS DOOR SCHEDULE <br />D-1 <br />3068 <br />THERMA TRU CORP <br />D 2 <br />16070 <br />OVERHEAD GARAGE DOORS <br />1 <br />D'-3# <br />6068 <br />PGT SGD 570 <br />PGT INDUSTRIES OVERHEAD GARAGE DOORS <br />I OTO 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 />GENEMAL NOTES <br />1 . 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, ORA <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 />Patio Slab <br />CONCRETE <br />W-21 <br />SH25 <br />6068 SGD TOP -0 6!lr <br />pc_3 Pu-2 <br />TLOO'k 13liAkN' <br />SCALE: 1/4"= 1' <br />m p uy w r "01 <br />JJUII,DING SR)kLL"O <br />L <br />Ai,L �'-'_PePl <br />_Bj�E,KJLDING, <br />E X ABINIGAND <br />'(:7 R, CAl- PLLN <br />L <br />ul <br />C14 <br />a.a. <br />;0 <br />cq <br />:E <br />Q_Q. <br />0 <br />w <br />w <br />MANF. <br />INFORMATION <br />FOR FLORIDA <br />MECHANICAL <br />CODE 301.13 <br />MOUNTING. <br />SQUARE <br />FOOTAGE <br />LIVING AREA: 1295 <br />GARAGE: <br />410 <br />ENTRY: <br />88 <br />TOTAL: <br />1793 <br />fff G I )v <br />'4% <br />*_-It ft-ftmom <br />..z <br />Al 0 <br />_j z <br />ILI <br />ILI <br />z <br />8 <br />w <br />z <br />mmu <br />1,41 okw <br />6 t <br />Ul <br />IL <br />(9 <br />0, <br />a! <br />�Y <br />===own <br />0 <br />CO <br />to <br />CN <br />c/) <br />LL <br />C) <br />clo <br />4J <br />Q. <br />CL <br />cd <br />c <br />LLJ Lu <br />LO <br />0 LLI <br />j <br />z <br />Lu <br />Z <br />0 <br />I <br />c/) <br />Lu <br />0 <br />C/) <br />-% <br />co <br />Lu <br />c1r) <br />�U_l <br />c� <br />SHEET <br />ZZ <br />Lu <br />Q <br />c� <br />OF <br />