Laserfiche WebLink
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 />CALL <br />OUT <br />MANUFACTURER'S <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 />1070 TECHNOLOGY DRIVE ANDY NLAVATY&ASSOC. <br />NOKOMIS, FL 34475 P.O 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 />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,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-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 />Ilimp'4164r' <br />FLOOR I'L XN, <br />SCALE: 1/4" = 1' <br />PAU44 AT BASE AND <br />AC4 AT BEAM ABOVE. <br />SQUARE <br />FOOTAGE <br />LIVING AREA: 1295 <br />GARAGE: <br />410 <br />ENTRY: <br />88 <br />TOTAL: <br />1793 <br />Nfly G I At�. <br />• Y• <br />ol <br />��•n ," Z. <br />• 1 <br />�,\%•�V� C•04 <br />va <br />Aj <br />I <br />F <br />W <br />z <br />d_ <br />z <br />,`\``` <br />I: <br />,1= <br />Z <br />U <br />W <br />Z <br />z <br />O <br />° <br />�? <br />s <br />Wy <br />z <br />(y <br />LL <br />w <br />�- <br />cV <br />�( <br />N <br />O <br />�- <br />F <br />SHEET <br />E <br />OF 5 <br />W-I" <br />