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TOP <br />0T 18' <br />00 <br />'OQ <br />00 <br />L? <br />N <br />4" <br />M <br />N <br />Cn <br />0 <br />4" <br />8 3/8" <br />2'-10" <br />f�Ir <br />LINE OF <br />ROOF <br />BELOW- <br />10'-6 1/2" <br />SH 25 <br />HD AT T-3" SH 25 <br />EGRESS HD AT T- " <br />N - <br />164' <br />OWNERS SUITE <br />15'-4" X 14'-0" - <br />8'-0" CLG <br />�n <br />C <br />T-3 3/4" <br />N <br />M <br />LOFT <br />13'-4" X 10'-8" <br />8'-0" CLG <br />IT <br />13'-4 1/2" <br />CO <br />T-13/4" T-15/8" T-5" <br />o <br />oTi <br />N <br />r2668 <br />TH #2 `. <br />0" CLG <br />r2668 <br />SQUARE FOOTAGE: <br />WALL LEGEND: <br />GENERAL NOTES: <br />AREA PROPOSED <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />GYP ON INTERIOR SIDE UNO <br />FIN AWAY FROM WINDOW FRAME. <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />NON -BEARING 2X4 STUD W/ 1/2' GYP. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES <br />TOTAL LIVING SQ FT 2217 <br />UNO <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />ENTRY 54 <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />GARAGE 401 <br />GYP. UNO <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />TOTAL SQ FT 2672 <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />NOTED. <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />RESISTANT COMPONENTS. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />STAIR DATA <br />SMOOTH FINISH. <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />and ASCE 7-10 Methods <br />CODE. <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />WALL <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />TRIBUTARY <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AREA (ft)2 <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />INSULATION REQ. <br />INTERIOR END <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />10 39.4 -42.1 39.4 -51.8 <br />. <br />APPLIED TO THE GARAGE SIDE. <br />20 37.6 -40.5 37.6 -48.6 <br />TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK <br />50 35.2 -37.3 35.2 -43.7 <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. <br />EXT FRAME 2X4 <br />R-11/R-13 KRAFT FACED <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />100 33.4 -35.6 33.4 -40.5 <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />CORNER SHELF = 56" A.F.F. <br />GARAGED 30.0 -33.9 30.0 -33.9 <br />(INSTALL BAFFLES AT EAVE) <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />30'-0" <br />(GARAGE / LIVING) <br />PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />/ERALL <br />T.B. AND T.P. <br />16-7 1/2" _ <br />(L j M � 0 R&S <br />SHV <br />T-2" <br />TP <br />AHU <br />1'-11 1/2" <br />T-8" <br />0? <br />I <br />WIC <br />8'-0" CLG <br />5'-3 1/2" iN 5'-0 1/2" <br />rTWB <br />NERS BATH 266 <br />8'-0" CLG <br />I <br />N I <br />ao I <br />� I <br />— J <br />R&S <br />SHW HD & <br />VALVE <br />60" x 36" <br />SHOWER <br />PAN <br />BEDROOM #5 <br />10'-0" X 10'-1" <br />%RETURN 8'-0" CLG <br />/ AIR BELOW <br />5'-2 1/2" 1� 5'-1 1/2" 4' <br />i (2) 2068 BF R & S <br />—J --- R&S -- <br />� (2) 2068 BF <br />22"X36" 2668 <br />ATTIC <br />ACCESS <br />BEDROOM #4 <br />10'-1" X 10'-7" <br />8'-0" CLG <br />BEDROOM #3 <br />11'-4" X 9'-8" <br />8'-0" CLG <br />Q <br />N <br />00 <br />O <br />O <br />N <br />11'-7 7/8" M <br />2'-3 1/2" 1'4 1/2" 10'-4" <br />d' <br />BEDROOM #2 <br />SH 25 <br />I u_ 11'-5" X 10'4' . <br />D AT T-3 " <br />I <br />00 8'-0" CLG <br />EGRESS 00 <br />CD <br />o <br />N <br />N <br />— — <br />— J <br />(2) 2X6 HEADER <br />`r <br />R & S <br />SEE M/S6 - TYP. 2ND <br />_ <br />FLOOR WINDOWS <br />T-2 1/2" <br />10'-0" <br />SH 25 SH 25 <br />HD AT T-3" HD AT T-3" <br />EGRESS <br />T-9 1/2" _ _ T-2" _ T-2" <br />5'-8" <br />30'-0" <br />JERALL <br />SECOND FLOOR PLAN (ELEVATION A' <br />1 /4" = 1'-0" <br />14'-4" <br />4" <br />MU) <br />LO <br />N i�_ U) <br />U)Qo <br />ow <br />v <br />0 <br />N <br />J <br />J <br />O <br />STAIR SECTION <br />1/2 = 1'-0" <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />10,, ,r1" NOSING <br />rn <br />(3) 2x12 STRINGER---' <br />STAIR DETAIL <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />4 <br />A3 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />oe <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />co <br />N <br />N <br />Cl) <br />LO <br />0 <br />LO <br />N� <br />LL <br />Q <br />z <br />w <br />0 <br />0 <br />W <br />z <br />Q <br />V) <br />N LQ;F <br />W\ <br />L. <br />� o <br />v <br />M co} N <br />DmM <br />� <br />uN aM <br />� <br />• <br />E_ <br />om <br />u oOo <br />0 <br />OQ <br />—.WCw <br />.N <br />Udo <br />y< <br />U <br />W QN <br />o �7 <br />a <br />LLj co LLJ 0 H- <br />W �� O ¢< z= <br />Y O z <br />w (D W X:5 J�()�O�LLo0LL J0 <br />0 <br />HF- 0�zwo owo�n°zj�3 <br />0O Z Q�¢�wQ°zwzo °oa <br />LL p w 2 � Y❑ Q75; Q Q <br />O� o Z)o¢X <br />LLQ o �QU_ <br />ilk <br />O <br />O <br />Z W <br />O� <br />ti <br />0 i� o <br />Q M � <br />U) IL ti <br />QW<Lq <br />l— <br />O�CLM <br />CL <br />Z V <br />W <br />J O <br />O <br />d- <br />L <br />O <br />No <br />N <br />r` <br />O <br />0 <br />Q'. <br />N <br />O <br />0 <br />N <br />N <br />r- <br />0 <br />N <br />o <br />N <br />0 <br />N <br />M <br />0 <br />N <br />�l <br />00 <br />O <br />N <br />C) <br />O <br />N <br />N <br />' <br />® <br />0 <br />�-�' <br />�- <br />O <br />O <br />O <br />i <br />O <br />b. <br />CNU <br />W <br />o <br />c, <br />o <br />0 <br />0 <br />0 <br />; <br />LO <br />'It <br />> <br />c- <br />N <br />M <br />"f' <br />LA <br />Cfl <br />i <br />Q z <br />O <br />-1 <br />'+'j <br />W <br />z w <br />z z <br />O <br />U <br />o <br />W00 <br />U <br />� V5 <br />LO <br />-0 <br />I.. <br />0 <br />C z j <br />oro <br />�. <br />Q <br />l0 <br />Z <br />1— <br />a-0- <br />L¢ <br />LU <br />mHw <br />('V CD l'-F-O <br />(V zo= <br />co <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL w z O <br />SPACING. <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD�(1) STRAP EACH <br />SIDE) CENT D W/ (13) 10d <br />NAILS AND 8) 1/4" X 2-1/4" <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />W <br />0 <br />z <br />>_ <br />O <br />Z <br />U <br />u_ <br />�zW <br />z <br />z <br />< <br />�� <br />Virtual Review Ass t. <br />O <br />U <br />Q <br />Plans Review completed and ap ed <br />fur <br />M—M <br />cpliance <br />NOTE: <br />with the 2020 FB h Edition <br />by Debra Anne Mahr PX2300 <br />W <br />Q <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT <br />z <br />A3 <br />z <br />z <br />20'-0" AT 140C <br />w <br />WIND PRESSURE. IF CONDITIONS <br />J <br />ARE EXCEEDED, CONTACT E.O.R. <br />W <br />L <br />o <br />r <br />LAST PLOT DATE <br />N <br />• . <br />March 31, 2023 <br />41 WALL SPLICE DETAIL Z O <br />N.T.S. ® _J 2ND FLOOR PLAN A <br />NTS <br />