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IN <br />WINDOW AND DOOR SCHEDULE <br />OPENING; <br />MARK <br />CALL <br />OUT <br />MANUFACTURER'S <br />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 />i <br />SLIDING GLASS DOOR & GLASS DOOR SCHEDULE <br />D ' <br />3068 <br />ERMA TRU CORP <br />D#-2 <br />16070 <br />EAD GARAGE DOORS <br />PGT INDUSTRIES OVERHEAD GARAGE DOORS <br />1070 TECHNOLOGY DRIVE ANDY HLAVATY&ASSOC. <br />NOKOMIS, FL 3427S P.0 BOX 741336 <br />UALi.AS, 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 />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, 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,lR 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-11 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 />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 />SEE PAGE Sl <br />FOR FLORIDA <br />MECHANICAL <br />CODE 301.13 <br />FOR MOUNTING. <br />FWA <br />SH25 <br />TOP A 6'8" <br />SH25 <br />TOP (CD 618" <br />SH25 <br />TOP a 618" <br />r�z r�_4 <br />�����Jjjll illlllllllllllll <br />AL <br />SCALE: 1/4" = 1' <br />QUILOFNG WFiil <br />Ai-L ikPPLJCABLE BUll-DIING, <br />I E A <br />'LECTRICAl , PLt!V5.Bi'_N'G AND <br />I wlcf_hk�� � cly)-iis <br />LIVING: 1327 <br />GARAGE: <br />480 <br />ENTRY: <br />12 <br />TOTAL: <br />1819, <br />III G I IV <br />j <br />Z *A <br />. p <br />z <br />w <br />w <br />z <br />9 o <br />w 0 <br />z <br />% 01111110/o, <br />\'Nv <br />0 <br />U., I W'a <br />C) <br />P5 <br />U- <br />co <br />5 <br />Z <br />i_l <br />V) r-L <br />uj <br />0 Lu <br />(D <br />C/) <br />11L" <br />U- <br />cn cn <br />SHEET <br />uj <br />Lu <br />0 <br />d <br />Q <br />ci <br />0 <br />OF 5 <br />