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16'-7 1/2" <br />R & S ucn <br />a H5)CMC S <br />% <br />WIC <br />-0" CLG <br />I <br />4" 15'-0 1 /2" N 5'-3 1/2,, 6 <br />2668 OWNERS BATH <br />8'-0" CLG <br />I <br />NTB <br />CV � <br />0 <br />O — — <br />N <br />R&S <br />SHW HD & <br />VALVE <br />60" 36" <br />C0 <br />co <br />LO-1 co <br />N rn <br />w <br />UQ0 <br />ow <br />4" <br />m <br />M <br />41 (b(b <br />3'-2" <br />TP <br />30'-0" <br />/ERALL <br />CV <br />0 <br />LO <br />N <br />EO <br />SHOWER PAN qN <br />BEDROOM #5 M <br />10'-0" X 10'-11, Ch <br />8'-0" CLG RETURN <br />AIR BELOW "81 <br />5'-1 1/2" <br />BEDROOM #4 <br />10'-1" X 10'-7" <br />8'-0" CLG <br />10'-4" <br />10'-6 1/2" <br />SH 25 <br />HD AT T-3" <br />15'-4" <br />OWNERS SUITE <br />164" X 14'-0" <br />8'-0" CLG <br />s� LOFT <br />13'-4" X 10'-8" <br />8'-0" CLG <br />6 1'-11 1/2" <br />5'-2 1/2' Go, 1. 3'-8" 13 -4 1/2" <br />CV <br />(2) 2068 BF 3'-5" 3'-1 5/8" 3'-1 3/4" <br />R & S L�U) iv <br />2668 22"X36" C , <br />ATTIC O O <br />ACCESS � P <br />N <br />rl- BATH #2 <br />u, 8'-0" CLG <br />2668 2668 <br />BEDROOM #2 <br />11'-5" X 10'-8" <br />8'-0" CLG <br />(2) 2X6 HEADER <br />SEE M/S6 TYP. 2ND <br />FLOOR WINDOWS <br />1 '-4 1 /2 <br />Co <br />00 <br />N <br />r <br />'-3 1/2" M <br />m "-7 FT <br />0 <br />CD <br />o I Cn <br />`o <br />W N <br />1 I R&S <br />BEDROOM #3 <br />11'-4" X 9'-8" <br />8'-0" CLG <br />11'-7 7/8" <br />SH 25 <br />ID AT T-3" <br />EGRESS <br />SH 25 SH 25 <br />HD AT T-3" HD AT 7'-3" <br />EGRESS <br />T-2" T-2" 2'-9 1/2" T-2 1/2" <br />14'-4" 5'-8" 10'-0" <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN ELEVATION A <br />1/411= 11-011 <br />2'-10" <br />17�1 <br />:lll <br />TOP <br />co <br />3/8" <br />bo <br />a— <br />OQ <br />SQUARE FOOTAGE: <br />AREA PROPOSED <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY 54 <br />GARAGE 401 <br />TOTAL SQ FT 2672 <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR END <br />10 39.4 -42.1 39.4 -51.8 <br />20 37.6 -40.5 37.6 -48.6 <br />50 35.2 -37.3 35.2 -43.7 <br />100 33.4 -35.6 33.4 -40.5 <br />GARAGE D 30.0 -33.9 30.0 -33.9 <br />WALL LEGEND: <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE LINO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. LINO <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />STAIR DATA <br />STAIR RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <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" G1" NOSING <br />m <br />RISERS CUT FROM <br />1 x MATERIAL <br />TREADS CUT FROM <br />�2x MATERIAL <br />(3) 2x12 STRINGER---/ <br />STAIR DETAIL <br />NTS <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS, PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. <br />TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />T.B. AND T.P. <br />- .�.••v • ...1vww vVl11V1l_-LlU%A QI1U aI✓IJIvvCu <br />for COmQiiance with tha 9n9n PEA..-7th <br />Edition by Debra <br />Anne Kfa;hr PX2300 <br />STRUCTURAL SHEATHING <br />2X8 SYP STUDS SET TIGHT TO <br />ATTACHED PER NAILING <br />SHEATHING AT 12" O.C. W/ (2) <br />SCHEDULE - ALIGN EXT. <br />SIMPSON MSTAM36 STRAP <br />FACE OF SHEATHING W/ <br />EACHSTUD ((14 STRAP EACH <br />EXT. FACE OF CMU BELOW <br />) E 10d <br />NAILS AND 1/D4' X/213) <br />TITENS INTO GROUT FILLED <br />2X8 #2 SYP P.T. BASE PLATE <br />CMU - STRAPS TO BE <br />SET TIGHT TO SHEATHING <br />ATTACHED DIRECTLY TO CMU <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />* CENTER OF STRAP AT <br />AND 6" FROM EACH END <br />T/WALL TYP. U.N.O. <br />_ <br />SEE PLAN <br />,® <br />r <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />H <br />O <br />SEE FOUNDATION PLAN <br />z <br />FOR FILLED CELL <br />w <br />SPACING. -------- <br />1n <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />4 WALL SPLICE DETAIL <br />N.T.S. <br />1 <br />N <br />N <br />O <br />N <br />rn <br />N <br />co <br />0 <br />0 <br />Q <br />Z <br />W <br />2 <br />O <br />0 <br />w <br />0 <br />z <br />Q <br />V) <br />N �- i <br />E <br />0r <br />o <br />W <br />L <br />= <br />0MN <br />V) <br />U <br />N M <br />n -0- <br />2 <br />2 M <br />r o <br />T� <br />O 0 <br />O LL- <br />2 0 <br />a Q <br />•V) <br />U <br />WcO Q� <br />L <br />E <br />7� <br />0 <br />V <br />a <br />L Lu uj W 0, E- <br />LLI W �Q �azX <br />ULU 0°�o <br />c�J o o0,-y <br />Q oJ � <br />0QZ °z20Q Z<w0 <br />ZOXoomzIonXo <br />ZCWaWWwwnXX.5nOQ~QWQW0wan a�?z <br />LIL Lao <br />oX o Z o¢QX <br />w <br />O <br />O <br />N <br />Z W <br />O� <br />(n O <br />M O <br />Q (j) M U7 <br />(/) U_ ti <br />QLLJ<U? <br />IZ co <br />Q U O <br />Q <br />Z I— <br />W <br />J O <br />I <br />O <br />�■ <br />o <br />r- <br />N <br />N <br />o <br />N <br />0 <br />O <br />0 <br />Co <br />CD <br />O <br />r <br />r <br />CD <br />CD <br />N <br />i <br />i <br />zO <br />V♦ <br />W <br />o <br />0 <br />0 <br />0 <br />o <br />I <br />I <br />1 <br />> <br />N <br />co <br />ItLn <br />1 <br />M <br />W <br />VJ <br />Z z <br />O <br />W <br />Q <br />W <br />CD <br />O <br />U <br />..0O <br />UVV5 <br />LO <br />-0 <br />O <br />:)zj <br />or< <br />Q <br />Z <br />awa <br />M[tw <br />N � Zoo <br />LU <br />. .COOz 0 <br />Q <br />r Z V a.z <br />r �z <br />� Z < <br />U< <br />0 00- <br />z <br />A3 z <br />z <br />w <br />Uj J <br />o 0 <br />N <br />LAST PLOT DATE <br />• March 29, 2022 <br />Z0 <br />O <br />_J I 2ND FLOOR PLAN <br />